ML102720391: Difference between revisions
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Global Display Sections for Member Calcs 5 M&x InternalISectibzonsfr M~iiib'er Calcs-+ 97 Include Shear Deformation Yes Includde Wainýg Yes Area Load Mesh (inA2) 144 M erg Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% | Global Display Sections for Member Calcs 5 M&x InternalISectibzonsfr M~iiib'er Calcs-+ 97 Include Shear Deformation Yes Includde Wainýg Yes Area Load Mesh (inA2) 144 M erg Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% | ||
eX-.. .ticaI.A.is. Y . . . .. | eX-.. .ticaI.A.is. Y . . . .. | ||
Hot Rolled Steel Code AISC: ASD 9th | Hot Rolled Steel Code AISC: ASD 9th | ||
[Cold Formed Steel Code llU99: A3 AIS Wood Code NDS 91/97: ASD W~ood Temperature- <1Q0OF Concrete Code IACI 1999 Number of Shear Regions 4_ _ | [Cold Formed Steel Code llU99: A3 AIS Wood Code NDS 91/97: ASD W~ood Temperature- <1Q0OF Concrete Code IACI 1999 Number of Shear Regions 4_ _ | ||
| Line 159: | Line 158: | ||
ý -Oi ~f 774e-6 1Qj-1.'5'. -2.329- 1 15 N8 max 0 2 0 1 0 1 7.669e-7 2 -5.885e-7 1 7.758e-7 2 16min o , 21 . 0,00 2.349e-7 1.1.768e-6 1 2I_ -2......... | ý -Oi ~f 774e-6 1Qj-1.'5'. -2.329- 1 15 N8 max 0 2 0 1 0 1 7.669e-7 2 -5.885e-7 1 7.758e-7 2 16min o , 21 . 0,00 2.349e-7 1.1.768e-6 1 2I_ -2......... | ||
17 N9 max 0 2 0 1 0 1 4.145e-6 2 -5.871e-7 1 0 1 19 N10 max 0 2 0 1 0 1 1.194e-6 2 -5.866e-7 1 0 2 20.. ...... m*n 0 1 ..,00 2 0 2 leZi-7 I 1 3,0*LL - Z6i** .......... | 17 N9 max 0 2 0 1 0 1 4.145e-6 2 -5.871e-7 1 0 1 19 N10 max 0 2 0 1 0 1 1.194e-6 2 -5.866e-7 1 0 2 20.. ...... m*n 0 1 ..,00 2 0 2 leZi-7 I 1 3,0*LL - Z6i** .......... | ||
0, 1 21 Nll max 0 1 0 1 0 1 5.166e-6 2 -5.874e-7 1 2.381e-6 1 22 1 i 1 -.001 _2 0 2~ 1.279e-6 1 1-1.76.4e-6 2 '-6.275e-7, '2 23 N12 max 0 1 0 1 0 1 1.597e-6 2 -5.873e-7 1 2.283e-6 1 24 minij 0i4 2- .001 2 ' 0~ 2 4.922e-7 1 -1.764e- 2 -785-7 25 N13 max 0 1 0 1 0 1 6.227e-6 2 -5.901e-7 1 -1.25e-6 1 | 0, 1 21 Nll max 0 1 0 1 0 1 5.166e-6 2 -5.874e-7 1 2.381e-6 1 22 1 i 1 -.001 _2 0 2~ 1.279e-6 1 1-1.76.4e-6 2 '-6.275e-7, '2 23 N12 max 0 1 0 1 0 1 1.597e-6 2 -5.873e-7 1 2.283e-6 1 24 minij 0i4 2- .001 2 ' 0~ 2 4.922e-7 1 -1.764e- 2 -785-7 25 N13 max 0 1 0 1 0 1 6.227e-6 2 -5.901e-7 1 -1.25e-6 1 min 2* * .001 2 0 i 2 _7, e - 7. e-, 2- - eii 27 N14 max 0 1 0 1 0 1 2.008e-6 2 -5.903e-7 1 -1.411e-6 1 28I min 0 1, -- 0 2,*iD9eL 11 -1.73e6i -2.1-29 N15 max 0 2 0 1 0 1 8.698e-7 2 -5.883e-7 1 -6.89e-6 1 30 -... n....._L1,0,,2_ira0 *2 2.66e71 -1.76 2-96l.54e-6 2 N16 Max 0 2 0 1 0 1 3.329e-6 2 -5.854e-7 1 -6.937e-6 1 | ||
min 2* * .001 2 0 i 2 _7, e - 7. e-, 2- - eii 27 N14 max 0 1 0 1 0 1 2.008e-6 2 -5.903e-7 1 -1.411e-6 1 28I min 0 1, -- 0 2,*iD9eL 11 -1.73e6i -2.1-29 N15 max 0 2 0 1 0 1 8.698e-7 2 -5.883e-7 1 -6.89e-6 1 30 -... n....._L1,0,,2_ira0 *2 2.66e71 -1.76 2-96l.54e-6 2 N16 Max 0 2 0 1 0 1 3.329e-6 2 -5.854e-7 1 -6.937e-6 1 | |||
.2. Mm.. 0 0 22 0. 7.248e-72 1 i 1757e-6 2 - ;.;e-7 2 33 N17 max 0 1 0 1 0 1 1.517e-6 2 -5.868e-7 1 9.647e-6 2 Ifi1 f 2 4.673e-7 1 4-1.72e- 2 6.84- 1.. | .2. Mm.. 0 0 22 0. 7.248e-72 1 i 1757e-6 2 - ;.;e-7 2 33 N17 max 0 1 0 1 0 1 1.517e-6 2 -5.868e-7 1 9.647e-6 2 Ifi1 f 2 4.673e-7 1 4-1.72e- 2 6.84- 1.. | ||
35 N18 max 0 0 1 0 1 4.961e-6 2 -5.869e-7 1 9.744e-6 2 37 N19 max 0 1 0 1 0 1 1.401e-5 2 -1.391e-6 1 -3.296e-6 1 38 ~ min 0 12 0i 2' ' 0 ' .4e-6 1 -. 15e62 -1.06e-5 L2-- | 35 N18 max 0 0 1 0 1 4.961e-6 2 -5.869e-7 1 9.744e-6 2 37 N19 max 0 1 0 1 0 1 1.401e-5 2 -1.391e-6 1 -3.296e-6 1 38 ~ min 0 12 0i 2' ' 0 ' .4e-6 1 -. 15e62 -1.06e-5 L2-- | ||
| Line 189: | Line 186: | ||
Envelope Member Section Forces (Continued) | Envelope Member Section Forces (Continued) | ||
Member Sec Axialrk] Ic y Shearfk] Ic z Shear[k] Ic Torquefk-ftl Ic y-y Momen... Ic z-z Momen... Ic 11F M2 1 Imax 0 1 0 1 0 1 00 0 11 00I1 1 121 min 0 1 1.0 1 0 1 0* 2 0 1 0 1 19 5 max 0 1 0 1 0 1 0 1 0 1 0 1 | Member Sec Axialrk] Ic y Shearfk] Ic z Shear[k] Ic Torquefk-ftl Ic y-y Momen... Ic z-z Momen... Ic 11F M2 1 Imax 0 1 0 1 0 1 00 0 11 00I1 1 121 min 0 1 1.0 1 0 1 0* 2 0 1 0 1 19 5 max 0 1 0 1 0 1 0 1 0 1 0 1 | ||
.............. . . ..... ... . ..... ...... . ; ,0 , :,,, 1.; | .............. . . ..... ... . ..... ...... . ; ,0 , :,,, 1.; | ||
21 M3 I max 0 1 .884 2 0 1 0 1 0 1 0 1 22~ <~ mi '09< 2, .%264% 1~ 0 1 0 2~ 0 1~ 0 1'A 29 5 max 0 2 -.265 1 0 1 0 1 0 1 0 1 | 21 M3 I max 0 1 .884 2 0 1 0 1 0 1 0 1 22~ <~ mi '09< 2, .%264% 1~ 0 1 0 2~ 0 1~ 0 1'A 29 5 max 0 2 -.265 1 0 1 0 1 0 1 0 1 | ||
| Line 205: | Line 201: | ||
89 max-1.353.1 .315 2 0 2 0 1 0 1 0 1 | 89 max-1.353.1 .315 2 0 2 0 1 0 1 0 1 | ||
*90 miL ....... | *90 miL ....... | ||
3.*1 | 3.*1 1 1 0 91 M1o imax -.939 1 .013 2 0 1 0 1 0 1 0 1 | ||
1 1 0 91 M1o imax -.939 1 .013 2 0 1 0 1 0 1 0 1 | |||
*92 mi 1-2.786 *1 -. 0*)07* 1 0 2 -0 2 0. 1.. | *92 mi 1-2.786 *1 -. 0*)07* 1 0 2 -0 2 0. 1.. | ||
99 -1.354 1 -. 101 1 0 1 0 1 0 1 0 1 100 38.2. 2 .in-.. 03 2 0 2 .- 0 1 0. | 99 -1.354 1 -. 101 1 0 1 0 1 0 1 0 1 100 38.2. 2 .in-.. 03 2 0 2 .- 0 1 0. | ||
| Line 289: | Line 283: | ||
m30~ | m30~ | ||
0o :2!/.014 1 *A1K0 I.1;?0*< | 0o :2!/.014 1 *A1K0 I.1;?0*< | ||
;2< I .. 01 | ;2< I .. 01 309 5 max, 0 1 .014 1 0 1 0 2 0 1 0 2 0 1 311 M32 1 m'i3 max iQ1 .037 2 0 11 .0140 11 0 0 1~< | ||
309 5 max, 0 1 .014 1 0 1 0 2 0 1 0 2 0 1 311 M32 1 m'i3 max iQ1 .037 2 0 11 .0140 11 0 0 1~< | |||
1 0 0 21 00 2 1 ~0 0 1 319 1 ma 0131 0 1 0 2 0 1 0 1 0 1 0 1 321 M33 1 max 0 2 -014 2 01 12 0 2 0 1 0 1 0 2 329 5 max 0 2 .014 2 0 2 0 1 0 1 0 21 331 M34 1 max 0 1 -.015 1 0 1 01 2 0 1 0 2_ | 1 0 0 21 00 2 1 ~0 0 1 319 1 ma 0131 0 1 0 2 0 1 0 1 0 1 0 1 321 M33 1 max 0 2 -014 2 01 12 0 2 0 1 0 1 0 2 329 5 max 0 2 .014 2 0 2 0 1 0 1 0 21 331 M34 1 max 0 1 -.015 1 0 1 01 2 0 1 0 2_ | ||
332 un 0 101-.015I1,10 '1 21 0 1. 0 2 02 12 339 5 max 0 12 .015 11 0 1 0 1 0 2 0 1 0 341 M35 1 max 0 2 .015 1 0 1 0 2 0- 1 0 2 0 1 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3D11a0cu7atien so7-11 e 20 Revision 0 Attachment 2 Page 324 of 325 | 332 un 0 101-.015I1,10 '1 21 0 1. 0 2 02 12 339 5 max 0 12 .015 11 0 1 0 1 0 2 0 1 0 341 M35 1 max 0 2 .015 1 0 1 0 2 0- 1 0 2 0 1 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3D11a0cu7atien so7-11 e 20 Revision 0 Attachment 2 Page 324 of 325 | ||
| Line 313: | Line 305: | ||
21.6 ICode... H__ | 21.6 ICode... H__ | ||
H2-1 | H2-1 | ||
: 16. 1M6 7LXX6 .020 14.04 2 .001 1 0 -y. 2.117.273__21. Co~de.. 'K 4 H2-f.1 17 M17 L4X4X6_. .020 4.047 2 .001 4.047 z 2 17.273 21.6 -Code... H2-1 18 M1 ~L4X4X6.... 02 Q4.04 21 Q01114.047 z 2117.273 21.6 Code... H2-1_ | : 16. 1M6 7LXX6 .020 14.04 2 .001 1 0 -y. 2.117.273__21. Co~de.. 'K 4 H2-f.1 17 M17 L4X4X6_. .020 4.047 2 .001 4.047 z 2 17.273 21.6 -Code... H2-1 18 M1 ~L4X4X6.... 02 Q4.04 21 Q01114.047 z 2117.273 21.6 Code... H2-1_ | ||
19 M19 L2X2X4_... .002 ,O0 2 .000 1.5831 z 2 13332 21.6 Code H1_1 | 19 M19 L2X2X4_... .002 ,O0 2 .000 1.5831 z 2 13332 21.6 Code H1_1 | ||
| Line 861: | Line 852: | ||
E-304-7!4 Reactor Building Spray - Plan E-304-715 Reactor Building Spray - Sections SS-219-059 Electrical - Location and Details - Welded Grounding Connections to Containment Liner E-521-017 Reactor Building - Miscellaneous Steel - Steam Generator C Base and Anchor Assembly Z-521-018 Reactor Building - Bottom Liner Plate Anchors B-311-790 Reactor Building - Ventilation Duct Supports S-521-019 Reactor Building - Lug Derrick Dome Bracket Deleted Drawings 3-300-004 Piping Layout - Reactor Building Spray Piping - Sections and Details I 40 | E-304-7!4 Reactor Building Spray - Plan E-304-715 Reactor Building Spray - Sections SS-219-059 Electrical - Location and Details - Welded Grounding Connections to Containment Liner E-521-017 Reactor Building - Miscellaneous Steel - Steam Generator C Base and Anchor Assembly Z-521-018 Reactor Building - Bottom Liner Plate Anchors B-311-790 Reactor Building - Ventilation Duct Supports S-521-019 Reactor Building - Lug Derrick Dome Bracket Deleted Drawings 3-300-004 Piping Layout - Reactor Building Spray Piping - Sections and Details I 40 | ||
( FL~r,*A pOWER CORPORATION 4 POWER ,31NEERING &CONSTRUCIIO! DEPT. | ( FL~r,*A pOWER CORPORATION 4 POWER ,31NEERING &CONSTRUCIIO! DEPT. | ||
CRYSTAL RIVER- UNIT 3 | CRYSTAL RIVER- UNIT 3 | ||
| Line 867: | Line 857: | ||
'A ~~ate___ | 'A ~~ate___ | ||
Enginer oe Mgr. Power EvgD / | Enginer oe Mgr. Power EvgD / | ||
Nuclear Proj. U~gr.'rDt SPECIFICATION REACTOR BUILDING LI=M AND PFNETRATIONS PEPSONNEL, ACCESS LOCMK CRYSTAL RIVER - LUNIT NO. 3 FLO-RIDA POWER CORPORATION SP-5 568 JULY 25, 196a FPC - 321-33!' and B4.2 | Nuclear Proj. U~gr.'rDt SPECIFICATION REACTOR BUILDING LI=M AND PFNETRATIONS PEPSONNEL, ACCESS LOCMK CRYSTAL RIVER - LUNIT NO. 3 FLO-RIDA POWER CORPORATION SP-5 568 JULY 25, 196a FPC - 321-33!' and B4.2 G-jIbert Associates, Inc. | ||
G-jIbert Associates, Inc. | |||
525 Lancaster Avenue Reading, Femnsylvania R.L. 4223-00 4-E.K3A. | 525 Lancaster Avenue Reading, Femnsylvania R.L. 4223-00 4-E.K3A. | ||
W.O. | W.O. | ||
| Line 976: | Line 964: | ||
Delete this item in its entirety and replace with the following: | Delete this item in its entirety and replace with the following: | ||
Liner Plate Reinforcement: | Liner Plate Reinforcement: | ||
The cylinder walls shall be reinforced so as to support the dead load of the liner plus erection and wind loads. An additional 6 in. WF 15.5 lb member shall be located at each buttress centerline as showa on the Drawings. | The cylinder walls shall be reinforced so as to support the dead load of the liner plus erection and wind loads. An additional 6 in. WF 15.5 lb member shall be located at each buttress centerline as showa on the Drawings. | ||
: 2. The dome shall be reinforced to withstand in addition to the wind loading a construction load of a00 pounds per square foot. | : 2. The dome shall be reinforced to withstand in addition to the wind loading a construction load of a00 pounds per square foot. | ||
| Line 1,254: | Line 1,241: | ||
. 1 t 80 S X -2 1 ~~R lg oln System Electric ____ ____ ____I____ | . 1 t 80 S X -2 1 ~~R lg oln System Electric ____ ____ ____I____ | ||
~27 Crane & Elevator Supply 1O, 1 I | ~27 Crane & Elevator Supply 1O, 1 I | ||
G0 | G0 M3/ 142" CS Main Stemenfr.. Steam Generator '"A B31. Yes Tp No. | ||
M3/ 142" | |||
CS Main Stemenfr.. Steam Generator '"A B31. Yes Tp No. | |||
Cs_,on tem from steam Generator "Ao B 3"1 Yes - | Cs_,on tem from steam Generator "Ao B 3"1 Yes - | ||
B 3.1.1 1 Yes j 1 24" 6o cs4o 3/4 cCs Main Steam from Steam Generator "13 l eany water t o Steene nrtat.W | B 3.1.1 1 Yes j 1 24" 6o cs4o 3/4 cCs Main Steam from Steam Generator "13 l eany water t o Steene nrtat.W | ||
| Line 1,271: | Line 1,253: | ||
_ -.-.t _t' | _ -.-.t _t' | ||
- - . .f I....__ __ | - - . .f I....__ __ | ||
-t - I' - ~_I t - _ _ _ _ _ _ _- | -t - I' - ~_I t - _ _ _ _ _ _ _- | ||
____f | ____f | ||
-.----- t- ____________A-__ | -.----- t- ____________A-__ | ||
I!I . . . ._' | I!I . . . ._' | ||
r -- - - | r -- - - | ||
i | i | ||
| Line 1,312: | Line 1,287: | ||
B | B | ||
!.I 7-11 No No No 4. | !.I 7-11 No No No 4. | ||
_e Ne;O. !IT 6" 2. 42o i m 12" 31o CS XeBldg. Lee Test | _e Ne;O. !IT 6" 2. 42o i m 12" 31o CS XeBldg. Lee Test | ||
.. R.elief ,.No B 31,7 7q...7111 ___,_' I_.__-_____. | .. R.elief ,.No B 31,7 7q...7111 ___,_' I_.__-_____. | ||
| Line 1,372: | Line 1,346: | ||
- __ VT | - __ VT | ||
. *..... ... :~''pF .... | . *..... ... :~''pF .... | ||
I I ........ __ _ _ _ _ _ _ IJ _ _ _ _ _ _ | I I ........ __ _ _ _ _ _ _ IJ _ _ _ _ _ _ | ||
M 0 | M 0 | ||
| Line 1,388: | Line 1,361: | ||
~4oi 402~ | ~4oi 402~ | ||
QUADRI PRGCESS PIPE 4 | QUADRI PRGCESS PIPE 4 | ||
4 NO. SIZEI -SCI JMATL 1 | 4 NO. SIZEI -SCI JMATL 1 | ||
SIZE! | SIZE! | ||
i8, | i8, | ||
' SLEEVE__ | ' SLEEVE__ | ||
SC, 80 iCS CS | SC, 80 iCS CS | ||
.ATL _ | .ATL _ | ||
l~ | l~ | ||
N. 3APower Sul C No RCP No.'otC3A Power Suvply DESIGNATION PIPING CODE COD. | |||
N. 3APower Sul C No RCP No.'otC3A Power Suvply DESIGNATION | |||
PIPING CODE | |||
COD. | |||
SEISMIC CLASS | SEISMIC CLASS | ||
_ OAro, | _ OAro, | ||
| Line 1,414: | Line 1,376: | ||
TeN. | TeN. | ||
(-F~ | (-F~ | ||
___.o | ___.o REFER CE DTALS | ||
REFER CE DTALS | |||
_lo3 4 18" 80o CSjcP No. 3CPower Supplr 40m ,l 8011 CS RCP No. 3A Power Supply | _lo3 4 18" 80o CSjcP No. 3CPower Supplr 40m ,l 8011 CS RCP No. 3A Power Supply | ||
. Bo - | . Bo - | ||
| Line 1,440: | Line 1,399: | ||
* 4.* " ___ 40 I CS 0o"1880 lc. | * 4.* " ___ 40 I CS 0o"1880 lc. | ||
80i 80 i .CS IcElectricall CS4etia CS Rd Spare No. 3A- SpREeCoo- _' Water In B' .'- | 80i 80 i .CS IcElectricall CS4etia CS Rd Spare No. 3A- SpREeCoo- _' Water In B' .'- | ||
_____ T l'T | _____ T l'T No ,VQ .. o.I TTTo, 3 1. | ||
No ,VQ .. o.I TTTo, 3 1. | |||
3 .4P2 4 -1 1 4' __"" CS So 8 C ROP -in. !A-1 Coolinga Water Bu *;. I 4~b 4CS 10" 80 CS fRCP No. 3A-2 Cool~ng Water In tB 31.1 I ____ No___ ______ | 3 .4P2 4 -1 1 4' __"" CS So 8 C ROP -in. !A-1 Coolinga Water Bu *;. I 4~b 4CS 10" 80 CS fRCP No. 3A-2 Cool~ng Water In tB 31.1 I ____ No___ ______ | ||
1 . -62 4" 40 CS 10", 80 CS [RCP No. 3A-2 Cool-ing Water Out B 31.1 I ____ No ________ | 1 . -62 4" 40 CS 10", 80 CS [RCP No. 3A-2 Cool-ing Water Out B 31.1 I ____ No ________ | ||
| Line 1,468: | Line 1,425: | ||
'' - :**(.* F . | '' - :**(.* F . | ||
.:-,.- :,'5,p-. | .:-,.- :,'5,p-. | ||
;..' ; _,--,,* ,~ | ;..' ; _,--,,* ,~ | ||
4 ,5 1 ' : - .... - ,": ,' 5p 9,.',;. ... -... * ";. .. . .. ,. .j .. . | 4 ,5 1 ' : - .... - ,": ,' 5p 9,.',;. ... -... * ";. .. . .. ,. .j .. . | ||
i _____ ' ' , r*~ *,r, K | i _____ ' ' , r*~ *,r, K | ||
| Line 1,478: | Line 1,431: | ||
'H.i _ _ __i it -'- ~ | 'H.i _ _ __i it -'- ~ | ||
I -I | I -I | ||
: d. Lh.h 71 IIII Ii U | |||
: d. Lh.h | |||
71 IIII Ii U | |||
'I FLORIDA POWE" CORPORAioN P0' E ENGINEERING &COfv ROCTION DEPT. | 'I FLORIDA POWE" CORPORAioN P0' E ENGINEERING &COfv ROCTION DEPT. | ||
| Line 1,929: | Line 1,879: | ||
* (Bidder's Name) | * (Bidder's Name) | ||
Concrete Class 5000 - 3 1/2 Total gallons of water per cubic yard Cement factor per cubic yard Fly ash .per cubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard Quantity of each admixture Air content Concrete Class 5000 - 3 1/2 Total gallons of water per cubic yard Cement factor per cubic yard Fly ash per cubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard -4 | Concrete Class 5000 - 3 1/2 Total gallons of water per cubic yard Cement factor per cubic yard Fly ash .per cubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard Quantity of each admixture Air content Concrete Class 5000 - 3 1/2 Total gallons of water per cubic yard Cement factor per cubic yard Fly ash per cubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard -4 | ||
".4 | ".4 Quantity of each admixture Air content (FLURIDA ?OUJER CUOJPRATI0N) | ||
Quantity of each admixture Air content (FLURIDA ?OUJER CUOJPRATI0N) | |||
(REDY-M4IXIE CO:NCR2T:: | (REDY-M4IXIE CO:NCR2T:: | ||
2-3 | 2-3 | ||
| Line 2,054: | Line 2,002: | ||
1-2 | 1-2 | ||
I I | I I A. I11 OFWORIDA POWER CORPORATION W.ELR | ||
A. I11 OFWORIDA POWER CORPORATION W.ELR | |||
& CoNSTIRUTION DEPT. r I | & CoNSTIRUTION DEPT. r I | ||
CRYSTL ,,iVER - UNIT 3 I | CRYSTL ,,iVER - UNIT 3 I | ||
| Line 2,073: | Line 2,019: | ||
________I I | ________I I | ||
SPECIFICATION FOR FURN AND DRUVERING OF UT-Yc¶¶iij -IJMAL CONCRETE SP-5569 October 17, 1968 CRYSTAL RIVER - UNIT NO. 3 FLORIDA POWER CORPORATION FPM-321-A3.2 Gilbert Associates, Inc. | SPECIFICATION FOR FURN AND DRUVERING OF UT-Yc¶¶iij -IJMAL CONCRETE SP-5569 October 17, 1968 CRYSTAL RIVER - UNIT NO. 3 FLORIDA POWER CORPORATION FPM-321-A3.2 Gilbert Associates, Inc. | ||
525 Lancaster Avenue Reading, Pennsylvania S.N.D. - W.A.D. | 525 Lancaster Avenue Reading, Pennsylvania S.N.D. - W.A.D. | ||
| Line 2,219: | Line 2,164: | ||
: i. SzIr hel L e .zL le** norouz iehe---- | : i. SzIr hel L e .zL le** norouz iehe---- | ||
"th_ iz-ziz" t ha:L o.c -. ý 1 t e rzj_ jac t - oi h c " .- | "th_ iz-ziz" t ha:L o.c -. ý 1 t e rzj_ jac t - oi h c " .- | ||
P-sP-5569 spiie-a z*vas i b3 o | P-sP-5569 spiie-a z*vas i b3 o | ||
| Line 2,225: | Line 2,169: | ||
: 2. A S 2 - "C a.... +Th, a,1 d" Z'- . . ..- ..-. job S IS - 1- _ .....- | : 2. A S 2 - "C a.... +Th, a,1 d" Z'- . . ..- ..-. job S IS - 1- _ .....- | ||
Zl2:... b--e 7d 'a als 'ce--a--:*.,Zzint sl-'::S'". L -- *-- e_-:J * * * , | Zl2:... b--e 7d 'a als 'ce--a--:*.,Zzint sl-'::S'". L -- *-- e_-:J * * * , | ||
e ~ w -V~'ttC.0LC | e ~ w -V~'ttC.0LC tc. | ||
tc. | |||
' 1 :". :: .. .. >C2.. the 5*'.i e*._ | ' 1 :". :: .. .. >C2.. the 5*'.i e*._ | ||
'-*'r-r.-. | '-*'r-r.-. | ||
| Line 2,272: | Line 2,214: | ||
:r- tnIat a tic et IS rtd for eacc batch a* a-i' in e- 1:13.6, cf taia cfis~ | :r- tnIat a tic et IS rtd for eacc batch a* a-i' in e- 1:13.6, cf taia cfis~ | ||
'21-13.2 Tram-mit Mtring: | '21-13.2 Tram-mit Mtring: | ||
Rlaaiy-zdixed concrete shall be rixvrd s~d transported In aecorzam,,v-vi-C :Rear- -4i,:ed Concrete,*Se.~c'iS4C9~6.Teii~~ | Rlaaiy-zdixed concrete shall be rixvrd s~d transported In aecorzam,,v-vi-C :Rear- -4i,:ed Concrete,*Se.~c'iS4C9~6.Teii~~ | ||
| Line 2,325: | Line 2,266: | ||
?-n l,., | ?-n l,., | ||
r;:-onw | r;:-onw | ||
,- a l | ,- a l | ||
.- befo_re z-:tc- | .- befo_re z-:tc- | ||
| Line 2,333: | Line 2,273: | ||
.!:::_ zhichll be v. ed. he vaior ba*i'er shall be inst*eied in | .!:::_ zhichll be v. ed. he vaior ba*i'er shall be inst*eied in | ||
'ii:-..:.' e r-ewa-" a ,,.ithi -Caa ,:i,-,'Jcet, r' s -.. inted inst-,_-%c-.*ics in t-,e | 'ii:-..:.' e r-ewa-" a ,,.ithi -Caa ,:i,-,'Jcet, r' s -.. inted inst-,_-%c-.*ics in t-,e | ||
.id.st ':c*tzaaics)i- ariOh -.ri--Ql jciKtz _lped rao less th= | .id.st ':c*tzaaics)i- ariOh -.ri--Ql jciKtz _lped rao less th= | ||
6 freh~s. | 6 freh~s. | ||
| Line 2,345: | Line 2,284: | ||
,q LAB PM- .OTY | ,q LAB PM- .OTY | ||
'l-*.ch 1-.-l .. rlol.." to "- CCI:--' O crnc-r'; concrete I_ r-h' ,iao_. o. cont*-zo!!ed mEtrnes, C,:, ": | 'l-*.ch 1-.-l .. rlol.." to "- CCI:--' O crnc-r'; concrete I_ r-h' ,iao_. o. cont*-zo!!ed mEtrnes, C,:, ": | ||
I"'72 S<*, .. .. | I"'72 S<*, .. .. | ||
| Line 2,683: | Line 2,621: | ||
.4 - * ... | .4 - * ... | ||
(Bidder's Name) t f | (Bidder's Name) t f | ||
l Concrete Class 3000-4 (3/8- A.g Total gallons of water | l Concrete Class 3000-4 (3/8- A.g Total gallons of water per cubic yard: ! | ||
per cubic yard: ! | |||
Cent factor per cubic yard: | Cent factor per cubic yard: | ||
Ratio of fine to total aggregates: | Ratio of fine to total aggregates: | ||
| Line 2,704: | Line 2,640: | ||
* A.--..- | * A.--..- | ||
C.;.., | C.;.., | ||
SEMTON III DETAILED SPMCFICAX10NS Item Title Pagefr 3:01 Scope of Work 3:02 Definitions 3:03 Payment 3:04 Reference Codes and Specifications 3:05 Design Mixes 111-2 3:o6 Cement 111-3 3:07 Aggregates 111-3 3:08 Water 111-3 3:09 Admixtures 3:10 Water-Cement Ratio 3:11 Mixing Concrete 3:12 Quality Control 111-6 GILBERT ASSOCIATES, IM~. | SEMTON III DETAILED SPMCFICAX10NS Item Title Pagefr 3:01 Scope of Work 3:02 Definitions 3:03 Payment 3:04 Reference Codes and Specifications 3:05 Design Mixes 111-2 3:o6 Cement 111-3 3:07 Aggregates 111-3 3:08 Water 111-3 3:09 Admixtures 3:10 Water-Cement Ratio 3:11 Mixing Concrete 3:12 Quality Control 111-6 GILBERT ASSOCIATES, IM~. | ||
-'I.. | -'I.. | ||
SP-55ý69. | SP-55ý69. | ||
| Line 2,768: | Line 2,702: | ||
i - - | i - - | ||
711 sz-69 proportions comply with those for the desigm mixes with water content modified as required by measurements to be made of content of surface moisture on the aggregates. This inspector will test periodically all mix ingredients and shall insure that a ticket is provided for each. | 711 sz-69 proportions comply with those for the desigm mixes with water content modified as required by measurements to be made of content of surface moisture on the aggregates. This inspector will test periodically all mix ingredients and shall insure that a ticket is provided for each. | ||
batch as specified in Item 3:ll.6 of this Specification. | batch as specified in Item 3:ll.6 of this Specification. | ||
| Line 2,870: | Line 2,803: | ||
:10 Qur 4 -i,- | :10 Qur 4 -i,- | ||
* ~-***t.*-- ~ | * ~-***t.*-- ~ | ||
P-sz--5zS9 SECTION XV D- ;ZD SM-*CIFEC-IIO0',S 4:01 Scor.3 of 17o:-k IV-1 4:02 ReferenCe Codes v S-aacifittic iV-i 4:03 Conezo'to SZ;eCtgs IV-I 4;05 9-2 4:06 %Tater" IV-2 4:m IV-3 4:0 Mixfng Ccc:acraý-c lý 4:10 Qua~lity Ccn-arol - | P-sz--5zS9 SECTION XV D- ;ZD SM-*CIFEC-IIO0',S 4:01 Scor.3 of 17o:-k IV-1 4:02 ReferenCe Codes v S-aacifittic iV-i 4:03 Conezo'to SZ;eCtgs IV-I 4;05 9-2 4:06 %Tater" IV-2 4:m IV-3 4:0 Mixfng Ccc:acraý-c lý 4:10 Qua~lity Ccn-arol - | ||
| Line 3,069: | Line 3,001: | ||
., .. - . I 1 .1 7 '- . 1ý 1 , fz - . . 7 | ., .. - . I 1 .1 7 '- . 1ý 1 , fz - . . 7 | ||
_R*A | _R*A aA FLOb-01A, POWE'R CQjRPoRATjoQN | ||
aA FLOb-01A, POWE'R CQjRPoRATjoQN | |||
]POWER- ENGINEERING &:COrNSTRUC11ON DET kg Enzineer W7. T. RODEP SPECIFICATION PLACEMENT OF STRUCTURAL CONCRETE CRYSTAL RIVER - UNIT 3: | ]POWER- ENGINEERING &:COrNSTRUC11ON DET kg Enzineer W7. T. RODEP SPECIFICATION PLACEMENT OF STRUCTURAL CONCRETE CRYSTAL RIVER - UNIT 3: | ||
FLORIDA POMU CORPORATION SP-5618 JANUARY 22, 1969 FPC - 321-A3.2, 321-B3.2, & 321-C3.2 W~-i~ ~-4~ | FLORIDA POMU CORPORATION SP-5618 JANUARY 22, 1969 FPC - 321-A3.2, 321-B3.2, & 321-C3.2 W~-i~ ~-4~ | ||
| Line 3,080: | Line 3,010: | ||
,i*UALITY PRO( 3RAM 1.o. 4203-0. | ,i*UALITY PRO( 3RAM 1.o. 4203-0. | ||
REVILW and DOCUMEr NTAT.TON Addionom A REQUIRED Febrouy 13, 1969 J '.231, 1971 Addendum C July12,1971 Mddemidm D Gilbert: Asmclateao, I=nc.!. Nsrch* 3L01,1972 525 Lan*aiter Avenue Apz, 14, 1972 Aadmndu F Aprtl 24, 1972. | REVILW and DOCUMEr NTAT.TON Addionom A REQUIRED Febrouy 13, 1969 J '.231, 1971 Addendum C July12,1971 Mddemidm D Gilbert: Asmclateao, I=nc.!. Nsrch* 3L01,1972 525 Lan*aiter Avenue Apz, 14, 1972 Aadmndu F Aprtl 24, 1972. | ||
.4 <.2 | .4 <.2 | ||
.,.$~.*~**r~*t>#..**VSd. . | .,.$~.*~**r~*t>#..**VSd. . | ||
| Line 3,111: | Line 3,040: | ||
:.:525 Lancater Avenue March 30, 1972 Readinxg, Pam ylvania Apri 1972 | :.:525 Lancater Avenue March 30, 1972 Readinxg, Pam ylvania Apri 1972 | ||
. . .'-'1 . . . ....... . . .,*. .i* | . . .'-'1 . . . ....... . . .,*. .i* | ||
,72. | ,72. | ||
7T7 SP--561 - | 7T7 SP--561 - | ||
| Line 3,128: | Line 3,055: | ||
m ..................... | m ..................... | ||
FLRIA -ONMER !C'~RemI | FLRIA -ONMER !C'~RemI | ||
-~~ý.1 "f ~t&Kh.. & EP | -~~ý.1 "f ~t&Kh.. & EP | ||
%o.R~p | %o.R~p CR S-'TAiL FNiE !~ | ||
CR S-'TAiL FNiE !~ | |||
Mgr. - Power E NuerProj. | Mgr. - Power E NuerProj. | ||
J. SPECIFICATION.'N. | J. SPECIFICATION.'N. | ||
| Line 3,146: | Line 3,070: | ||
525 Licas | 525 Licas | ||
. Avopu AN MaZch 30. 1972 I1" I 60~ | . Avopu AN MaZch 30. 1972 I1" I 60~ | ||
Reamp-go Pennsyl-vania | Reamp-go Pennsyl-vania | ||
'**'**:L:" | '**'**:L:" | ||
*: ,., *.0.. | *: ,., *.0.. | ||
C- | C- | ||
-*1 I | -*1 I | ||
.7. .;~. ~ | .7. .;~. ~ | ||
*. +. . .. ~ | *. +. . .. ~ | ||
. ... .. ir I i T%5ý | . ... .. ir I i T%5ý | ||
| Line 3,190: | Line 3,109: | ||
Ambient or Surface. Minimum Contact Time TeMerature (Approximately) | Ambient or Surface. Minimum Contact Time TeMerature (Approximately) | ||
(1) 60 F 4-1/2 hr (2) 75 F 3 hr (3) 90 F 1 hr c, Shelf life shall be a minimum of 6 months duration. | (1) 60 F 4-1/2 hr (2) 75 F 3 hr (3) 90 F 1 hr c, Shelf life shall be a minimum of 6 months duration. | ||
.,~~~~~~~~,* .. *. , ,.- .. fl | .,~~~~~~~~,* .. *. , ,.- .. fl | ||
..... -;.; .*,--* ,, * , :* _*:* ,* , *- .,L¸,,, ,.- ,, | ..... -;.; .*,--* ,, * , :* _*:* ,* , *- .,L¸,,, ,.- ,, | ||
| Line 3,264: | Line 3,181: | ||
K- | K- | ||
'A '4~. V 'V 7'-' 7:.>.. | 'A '4~. V 'V 7'-' 7:.>.. | ||
SP-,5618 | SP-,5618 | ||
.1-.22-69 ADDENDUM D Sheet 7 of 11 March 30, 1972 (2) Time at comencement of mixing. | .1-.22-69 ADDENDUM D Sheet 7 of 11 March 30, 1972 (2) Time at comencement of mixing. | ||
| Line 3,307: | Line 3,223: | ||
U | U | ||
.5 -'* 1 ADDENDUM D Sheet 9 of 11 March 30, 1972 "4:04.11. Thickness of Coating: | .5 -'* 1 ADDENDUM D Sheet 9 of 11 March 30, 1972 "4:04.11. Thickness of Coating: | ||
The joint surface shall be coated so that the entire surface receives an evenly distributed film of adhesive of approziusty 0.015" thickness. | The joint surface shall be coated so that the entire surface receives an evenly distributed film of adhesive of approziusty 0.015" thickness. | ||
| Line 3,384: | Line 3,299: | ||
W | W | ||
57-5!,NZ D?1IM SPSCIPICATIOM 2 . | 57-5!,NZ D?1IM SPSCIPICATIOM 2 . | ||
1:00 1 1:01 scope or Vowk 1 1:02 breoremo. cee. and specltlcatlons I 1:03 Structural Dmiei I Concete Selection 2:00 3, 2:01 Prepm'st l. of Subgmd* 3, 2:02 a S flc--~ - | 1:00 1 1:01 scope or Vowk 1 1:02 breoremo. cee. and specltlcatlons I 1:03 Structural Dmiei I Concete Selection 2:00 3, 2:01 Prepm'st l. of Subgmd* 3, 2:02 a S flc--~ - | ||
| Line 3,430: | Line 3,344: | ||
2:02.3 Supported basement floor slabs shall be placed in two 1ayerp. The lower layer shall be placed prior to erection of structural steel and heavy equipment. The top layer shall bo placed after all major eonstruction work is completed. Thicknesses of the layers shall be a& shown on the drawings. If the top layer is a finished slab, it stall be a true plane surface with a tolerance of 1/8 inch in 10 feet. | 2:02.3 Supported basement floor slabs shall be placed in two 1ayerp. The lower layer shall be placed prior to erection of structural steel and heavy equipment. The top layer shall bo placed after all major eonstruction work is completed. Thicknesses of the layers shall be a& shown on the drawings. If the top layer is a finished slab, it stall be a true plane surface with a tolerance of 1/8 inch in 10 feet. | ||
'-..k ~3abs on structural steel framing shall be of uniform thickness as shown on the drawings. Top of all finished slabs shall be true plane surfaces with a tolerance of 1/8 inch in 10 feet unless otherwise indicated on the drawings. | '-..k ~3abs on structural steel framing shall be of uniform thickness as shown on the drawings. Top of all finished slabs shall be true plane surfaces with a tolerance of 1/8 inch in 10 feet unless otherwise indicated on the drawings. | ||
-7 ýý .7; - 777- F7 -77. i 77 T7 SP-5618 1-22-69 2:02.5 Concrete walls shall be of thicknesses shown on the drawings. Walls shall be set in correct position and shall not deviate more than 1/4 inch in any bay or 20 feet maximum, from dimensions shown on the dravYni.. .. . ..... | -7 ýý .7; - 777- F7 -77. i 77 T7 SP-5618 1-22-69 2:02.5 Concrete walls shall be of thicknesses shown on the drawings. Walls shall be set in correct position and shall not deviate more than 1/4 inch in any bay or 20 feet maximum, from dimensions shown on the dravYni.. .. . ..... | ||
-_-02.4-- --loundat~ons shall- be placed on- sonund- ground.- Use- lean - oncrat--el-- | -_-02.4-- --loundat~ons shall- be placed on- sonund- ground.- Use- lean - oncrat--el-- | ||
| Line 3,446: | Line 3,359: | ||
* P, 4ru of 4,, | * P, 4ru of 4,, | ||
: 2. On all surfaces, the cavities produced by form ties, and all other small pits or openings, shall be cleaned of loose particles and thoroughly saturated with water, after which, all such cavities, pits or openings shall be neatly stopped with pointing mortar consisting of cement and fine aggregate mixed in the proportions as used in the respective concrete. The mortar shall be worked into the cavities and smoothed even with the concrete surface by means of a wooden float. The mortar shall be mixed in small quantities, and shall be used only while plastic. Ceent used in the mortar for exposed surfaces shall consist of ane-thir white cement and two-thirds standard portland cement or a variatlon thereof to match adjacent concrete. | : 2. On all surfaces, the cavities produced by form ties, and all other small pits or openings, shall be cleaned of loose particles and thoroughly saturated with water, after which, all such cavities, pits or openings shall be neatly stopped with pointing mortar consisting of cement and fine aggregate mixed in the proportions as used in the respective concrete. The mortar shall be worked into the cavities and smoothed even with the concrete surface by means of a wooden float. The mortar shall be mixed in small quantities, and shall be used only while plastic. Ceent used in the mortar for exposed surfaces shall consist of ane-thir white cement and two-thirds standard portland cement or a variatlon thereof to match adjacent concrete. | ||
sp-5618 1-22-69 | sp-5618 1-22-69 | ||
: 3. No mortar or cement &hall be applied to the surfae except to fill the cavities, pits or openings as described above and the | : 3. No mortar or cement &hall be applied to the surfae except to fill the cavities, pits or openings as described above and the | ||
| Line 3,462: | Line 3,374: | ||
: a. The exposed surfaces of walls. | : a. The exposed surfaces of walls. | ||
: b. The exterior faces of the turbine generator foundation pedestal. | : b. The exterior faces of the turbine generator foundation pedestal. | ||
* ~*,~,oifl.i ef 4:gl.6 | * ~*,~,oifl.i ef 4:gl.6 SP-5618 1-22-69 | ||
SP-5618 1-22-69 | |||
: 2. Special finish for the above surfaces shall be performed as follows: | : 2. Special finish for the above surfaces shall be performed as follows: | ||
s ooi a t1eWONK specilied in Item 2-04. h* be per-....- | s ooi a t1eWONK specilied in Item 2-04. h* be per-....- | ||
| Line 4,057: | Line 3,967: | ||
: 9. Rpplying small h and, tools mlequipment noted am~ 1of. | : 9. Rpplying small h and, tools mlequipment noted am~ 1of. | ||
the lv=='s (as defined if te 3 :) oft1 en alai "maw 10.1 ~of. tbahetnicmsr itlsl ~ e (as. noted in ites 3:03.3) Iaecord. with the nn requits atdlathe iia' an eili tn3~ | the lv=='s (as defined if te 3 :) oft1 en alai "maw 10.1 ~of. tbahetnicmsr itlsl ~ e (as. noted in ites 3:03.3) Iaecord. with the nn requits atdlathe iia' an eili tn3~ | ||
1.Coodinasting with the G the vu iom m of the I= to suit the OUUU'B coastractiono reuriml.'wlld supply as outline schedule of thtj -JM | 1.Coodinasting with the G the vu iom m of the I= to suit the OUUU'B coastractiono reuriml.'wlld supply as outline schedule of thtj -JM | ||
: 22. 1SPPl*in&gd*tal/s .ofsnd e*,emla fk 0.0wa 1 at Me . | : 22. 1SPPl*in&gd*tal/s .ofsnd e*,emla fk 0.0wa 1 at Me . | ||
| Line 4,070: | Line 3,979: | ||
*Vflu"t -~e s- ll me fthe, escma- Oo portti *o14rpmof* et | *Vflu"t -~e s- ll me fthe, escma- Oo portti *o14rpmof* et | ||
*a | *a | ||
* the suppmlier of thelestresity | * the suppmlier of thelestresity 3:03 ..... i" i. *and Igu t.g a I-ded In g e :..e s.: or - Wor ThafLl wiug Itit inthi Omrct: and.associat wIII be. povided with ~thea t e g au 210t l tW Othars: miu, 1.Funihin fwape am.,alsted coi.. tn to" theJo site: with attAched stre~amn Iss gdm Stressin pIto 19 Washers. shim and imerwusmtsipoetv I*, Cap. and gaskets, aisuppie 1vth Iam d 2-. Fmshndelnvezi, mad | ||
3:03 ..... i" i. *and Igu t.g a I-ded In g e :..e s.: or - Wor | |||
ThafLl wiug Itit inthi Omrct: and.associat wIII be. povided with ~thea t e g au 210t l tW Othars: miu, 1.Funihin fwape am.,alsted coi.. tn to" theJo site: with attAched stre~amn Iss gdm Stressin pIto 19 Washers. shim and imerwusmtsipoetv I*, Cap. and gaskets, aisuppie 1vth Iam d 2-. Fmshndelnvezi, mad | |||
£mstalstiM. of sat no"" cmmon adbearing plat"n. | £mstalstiM. of sat no"" cmmon adbearing plat"n. | ||
3.e uris:n and delivery o h olwn m~isa~t andufreainge9Auimt tO -the-job site: | 3.e uris:n and delivery o h olwn m~isa~t andufreainge9Auimt tO -the-job site: | ||
| Line 4,098: | Line 4,003: | ||
r t~v tend= force is 1633.*5 hips * ., r-.-M5 --. i joi _= '7 *3"* | r t~v tend= force is 1633.*5 hips * ., r-.-M5 --. i joi _= '7 *3"* | ||
t 4-1MEMlle:.* | t 4-1MEMlle:.* | ||
tujnda, anchorWagecwnewtsi a" theMaW ejj~auij~Mt list"d la tI the win | tujnda, anchorWagecwnewtsi a" theMaW ejj~auij~Mt list"d la tI the win | ||
'Item 3:3 subites. 3 a~re to be 5i115 the alte. Cam"M .. | 'Item 3:3 subites. 3 a~re to be 5i115 the alte. Cam"M .. | ||
| Line 4,107: | Line 4,011: | ||
" le TIM M:... Vi u .*SUPP j a ýwitteiW b ,d ei, eshl dife t than asUspciid abe:= :,i~to. | " le TIM M:... Vi u .*SUPP j a ýwitteiW b ,d ei, eshl dife t than asUspciid abe:= :,i~to. | ||
tamuest. to the- Mium for, itnapoa peroxiiddifferesI~than pcfeni | tamuest. to the- Mium for, itnapoa peroxiiddifferesI~than pcfeni | ||
-'IS.. VM I t het | -'IS.. VM I t het | ||
: 5. CCUM1ACt0 , kd.ut wllUA.t~ aces D the CIJD:f tr3~~ | : 5. CCUM1ACt0 , kd.ut wllUA.t~ aces D the CIJD:f tr3~~ | ||
ma. uIdctoo;h | ma. uIdctoo;h | ||
'fair inatfatj iajn andsrsin m iit id access toLb proVided in ItheIW nnift is Lshorn DCa ig LC~OOT for e AW 'the | 'fair inatfatj iajn andsrsin m iit id access toLb proVided in ItheIW nnift is Lshorn DCa ig LC~OOT for e AW 'the | ||
| Line 4,190: | Line 4,092: | ||
shall be set for: eitheir raw. Material. or:fnse rdt | shall be set for: eitheir raw. Material. or:fnse rdt | ||
!?..:../.: .... *.... e* meth.od. | !?..:../.: .... *.... e* meth.od. | ||
.*.. ...*.... e shall.be a water ftti'o .traction s ,nu*fU~t, fllraowed IS by .p ch*wit.m | .*.. ...*.... e shall.be a water ftti'o .traction s ,nu*fU~t, fllraowed IS by .p ch*wit.m extraction, of the vater extract, fol.1 ylowe.C~ rikimetiri MSurefemts, based an h D*)9Wo-52. A 2lmit of 20 pwn nitrates.shallbe net for either raw material.or flinised 3:0.5 Thew I of the tendons has assigned a iwoihtfaiUg wmiber, teahtendon. This teiqu i i i in.d o each nw teba -and ai s show on.the YUDStltdin p1eeat. is. The: | ||
extraction, of the vater extract, fol.1 ylowe.C~ rikimetiri MSurefemts, based an h D*)9Wo-52. A 2lmit of 20 pwn nitrates.shallbe net for either raw material.or flinised 3:0.5 Thew I of the tendons has assigned a iwoihtfaiUg wmiber, teahtendon. This teiqu i i i in.d o each nw teba -and ai s show on.the YUDStltdin p1eeat. is. The: | |||
M shaLl fohlo -the * .& lam pi ia-teL t ch teýnd'on se IS p]Le, in Its corr*c.t locatlOn .L 1:07.6.. -at onlbe tn t oe -ite sa f insta..t.. | M shaLl fohlo -the * .& lam pi ia-teL t ch teýnd'on se IS p]Le, in Its corr*c.t locatlOn .L 1:07.6.. -at onlbe tn t oe -ite sa f insta..t.. | ||
* :**: .' * | * :**: .' * | ||
| Line 4,416: | Line 4,316: | ||
a Ido -awo~~~ | a Ido -awo~~~ | ||
be Oinod ~ | be Oinod ~ | ||
-dk on "-ad-Ioqiiill.9 d | -dk on "-ad-Ioqiiill.9 d win& | ||
win& | |||
kw | kw | ||
~ --Pw m. | ~ --Pw m. | ||
| Line 4,432: | Line 4,330: | ||
~ -of he"mfto N-am bm a a bvm OMS bIfE-twi~ | ~ -of he"mfto N-am bm a a bvm OMS bIfE-twi~ | ||
boftvdb - ~~willto W: s ot | boftvdb - ~~willto W: s ot | ||
* mka | * mka bw- wom"a ossdo'I nna m Iu b ~ wl im wib W ~ bI b | ||
bw- wom"a ossdo'I nna m Iu b ~ wl im wib W ~ bI b | |||
3- moMpIFIsa Amm Um-- | 3- moMpIFIsa Amm Um-- | ||
as obw aftm L: MV 900ow's | as obw aftm L: MV 900ow's | ||
| Line 4,494: | Line 4,390: | ||
e MmWo Mtds Amo a.. . y oe.. | e MmWo Mtds Amo a.. . y oe.. | ||
* oS r. ob e ... | * oS r. ob e ... | ||
damagi . *J .. the... m- .rotnductors u | damagi . *J .. the... m- .rotnductors u | ||
.o | .o tn cc aarise.lul | ||
.... ,euft. | .... ,euft. | ||
l be..p.. eqm .... ... . le o the ... su'. | l be..p.. eqm .... ... . le o the ... su'. | ||
| Line 4,524: | Line 4,418: | ||
FLORIDA POWER CORPORATION. | FLORIDA POWER CORPORATION. | ||
CU~ampE or mHU*AN li s To CUTFY THAT T ............. | CU~ampE or mHU*AN li s To CUTFY THAT T ............. | ||
-~o -. ---- bsubwi i dm ftm ubhsd | -~o -. ---- bsubwi i dm ftm ubhsd | ||
.Mmwd by 0 policy i hu 16'. Lmikind bomwi md to ow w = amhbto mm dadea 40' Amw b my -uu dow ama of #am peaims iv be inmbd orch ft~e40 ft a dih CooUof "d IRMY an Gee uItn iiodr of awk W.oeb rn p. bw bm Aundob om. 1' ftm Comm I Adduu ............... ..__.__......._ | .Mmwd by 0 policy i hu 16'. Lmikind bomwi md to ow w = amhbto mm dadea 40' Amw b my -uu dow ama of #am peaims iv be inmbd orch ft~e40 ft a dih CooUof "d IRMY an Gee uItn iiodr of awk W.oeb rn p. bw bm Aundob om. 1' ftm Comm I Adduu ............... ..__.__......._ | ||
I* laokew f ,um1d cal"pmrn 0, p No*0 hlI 0. | I* laokew f ,um1d cal"pmrn 0, p No*0 hlI 0. | ||
4L ecli of Opmenishmwd 0 thft£b~bdom fiduft | 4L ecli of Opmenishmwd 0 thft£b~bdom fiduft | ||
| Line 4,535: | Line 4,426: | ||
: 6. MAMMACIUM OR COMiWAC1OM UAMITY | : 6. MAMMACIUM OR COMiWAC1OM UAMITY | ||
. 7. | . 7. | ||
cOMMTAcNAL IMMDT UMDv Awmad by bwein ___________ | cOMMTAcNAL IMMDT UMDv Awmad by bwein ___________ | ||
m Ua7f wedsw hd Skwrn LoVMmwW.% imil hobw Vlod* | m Ua7f wedsw hd Skwrn LoVMmwW.% imil hobw Vlod* | ||
| Line 4,645: | Line 4,535: | ||
See. Non-Coated Areas, JSee see Accept Reject N/A Comments Accept., Reject N/A Comments | See. Non-Coated Areas, JSee see Accept Reject N/A Comments Accept., Reject N/A Comments | ||
: 1) Spelling -" X . -. 12) Reinforcing Bar Corrosion I ! | : 1) Spelling -" X . -. 12) Reinforcing Bar Corrosion I ! | ||
2)Cracking - Ru3)RUSt Bleeding . . | 2)Cracking - Ru3)RUSt Bleeding . . | ||
: 3) Delaminations - - 14) Tendon Surface Cracking X I 1 . | : 3) Delaminations - - 14) Tendon Surface Cracking X I 1 . | ||
| Line 4,661: | Line 4,550: | ||
Nudea :Supplemental Report Repon No..: T-07-11I Page: 2 of 4 Summary No.: L.101 Exam3ner komara, Bernard c P. 3dtOl Level: Il enn R oetewe xpose, PE WDate: : L Examiner: LeBlacc, Marc _J. ,'d n2t Level:% 11 Site:Review Rick Portm-an 2)n Da"te: | Nudea :Supplemental Report Repon No..: T-07-11I Page: 2 of 4 Summary No.: L.101 Exam3ner komara, Bernard c P. 3dtOl Level: Il enn R oetewe xpose, PE WDate: : L Examiner: LeBlacc, Marc _J. ,'d n2t Level:% 11 Site:Review Rick Portm-an 2)n Da"te: | ||
Other #ennettý Charles T. Level, AeNII Rev Tonm Wyatt, roslo t.ew v a tep Commertts: ::..... .... | Other #ennettý Charles T. Level, AeNII Rev Tonm Wyatt, roslo t.ew v a tep Commertts: ::..... .... | ||
hem #I (Reference Page 1 - Condition 101): 9"LX 6" W (emaimum) X/ 1/2 Deep (maximuM): Spal. (SeeRVT-IC Report VT-"?- | hem #I (Reference Page 1 - Condition 101): 9"LX 6" W (emaimum) X/ 1/2 Deep (maximuM): Spal. (SeeRVT-IC Report VT-"?- | ||
item #2 (Reference Page. 1 -Condition 12, 22): Re inforcing bar corroslon. Other - Wood emb edment nal in concrete, embedmnT-.c in ncrete., (See VT C Report .- VT..7-289). | item #2 (Reference Page. 1 -Condition 12, 22): Re inforcing bar corroslon. Other - Wood emb edment nal in concrete, embedmnT-.c in ncrete., (See VT C Report .- VT..7-289). | ||
| Line 4,681: | Line 4,568: | ||
Item #13j (Reference Page 1 - Cond ition 09):'Staining (rust). (See VT-ic Report W4-7-289). | Item #13j (Reference Page 1 - Cond ition 09):'Staining (rust). (See VT-ic Report W4-7-289). | ||
hm#4(Refernce Page 1 Condition 02): 24"L X 1/8" W X -0/2" Deep: CrcIng. (See VT-ILC.Report VT-07-289) | hm#4(Refernce Page 1 Condition 02): 24"L X 1/8" W X -0/2" Deep: CrcIng. (See VT-ILC.Report VT-07-289) | ||
Item #15 (Refeec Pae %-Condition 22): Other,-Nail an tie wire embedment in concrete. (See VT-IC Report VT-07-289). | Item #15 (Refeec Pae %-Condition 22): Other,-Nail an tie wire embedment in concrete. (See VT-IC Report VT-07-289). | ||
item #16,(Reference Page 1 -Condition 22)- Other -woebdm tinconcrete. (See. VT-CRpr V-7-8) | item #16,(Reference Page 1 -Condition 22)- Other -woebdm tinconcrete. (See. VT-CRpr V-7-8) | ||
| Line 4,709: | Line 4,595: | ||
item #34 (Reference Page I -ConditJin 16): 2!" L X %" W: Displacement of cosmetic groutrpatch over previously existing-spall. | item #34 (Reference Page I -ConditJin 16): 2!" L X %" W: Displacement of cosmetic groutrpatch over previously existing-spall. | ||
(See VT-IC Report VT..07-289). | (See VT-IC Report VT..07-289). | ||
patch over Item #35 (Reference Page 1- Condit[on ! 16): 4"L X-6".W XV% Deep: Spall; displacement of cosmetic grout | patch over Item #35 (Reference Page 1- Condit[on ! 16): 4"L X-6".W XV% Deep: Spall; displacement of cosmetic grout previously existing spall. (See VT-ICReport VT._7-229)69) item #36 (Reference Page I - Condition 1):W8L X:4" W X 171f2" Deep: Spall. (See VT-iC Report VT-07-289). | ||
previously existing spall. (See VT-ICReport VT._7-229)69) item #36 (Reference Page I - Condition 1):W8L X:4" W X 171f2" Deep: Spall. (See VT-iC Report VT-07-289). | |||
Item #37 (Reference Page 1. Condition.09): StalnIng.l(See VT-iC ReportVT.07-289). | Item #37 (Reference Page 1. Condition.09): StalnIng.l(See VT-iC ReportVT.07-289). | ||
noe-ssblbe Areas:,:: | noe-ssblbe Areas:,:: | ||
| Line 4,724: | Line 4,608: | ||
I 2W low BUTTRESS #3 It BUTTRESS 94 DOME TENDON | I 2W low BUTTRESS #3 It BUTTRESS 94 DOME TENDON | ||
*.I | *.I | ||
: . .. ::**:"", : .l ". 0,0 nil .* IFOR ., * . LOCATION | : . .. ::**:"", : .l ". 0,0 nil .* IFOR ., * . LOCATION I _ | ||
I _ | |||
_________....._____________I_ | _________....._____________I_ | ||
SEE DI.S. S TYPCAL | SEE DI.S. S TYPCAL | ||
| Line 4,886: | Line 4,768: | ||
U'-. | U'-. | ||
41 mmu MaiA | 41 mmu MaiA S..IaPtoVE : | ||
S..IaPtoVE : | |||
war | war | ||
*P ur .u | *P ur .u | ||
| Line 5,049: | Line 4,929: | ||
($UO~4 IWWw - ~T& I~ . | ($UO~4 IWWw - ~T& I~ . | ||
3-2.-1-1( | 3-2.-1-1( | ||
AIW 9ln4=j.vm Ca- | AIW 9ln4=j.vm Ca- | ||
- ~ | - ~ | ||
| Line 5,059: | Line 4,938: | ||
II I 'I REQU!RED I I I I I il D.A.S.-fJo.l.. | II I 'I REQU!RED I I I I I il D.A.S.-fJo.l.. | ||
1.0. heal-. | 1.0. heal-. | ||
I iP | I iP | ||
Revision as of 19:22, 11 March 2020
| ML102720391 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 11/02/2009 |
| From: | Office of Nuclear Reactor Regulation, Progress Energy Co |
| To: | Office of Information Services |
| References | |
| FOIA/PA-2010-0116 CR-N1002-500, S07-0033, Rev 0 | |
| Download: ML102720391 (380) | |
Text
DOCUMENT NUMBER: CR-N1002-500 : ATTACHMENT H REVISION: 0 PAGE: i_..
DOCUMENT TITLE: CR-N1002-102, WORK PLATFORM DESIGN PROJECT TITLE: 30TH YEAR TENDON SURVEILLANCE AT CRYSTAL RIVER DATE: 08/15/07 ATTACHMENT H - CR-N1002-102, "WORK PLATFORM DESIGN" Calculation S07-0033 Revision 0 Attachment 2 Page 304 of 325
V Precision Surveillance Co... Crystal River Work Platform Design Brian Giometti Aug 6, 2007 at 1:45 PM CR-N1002-102 CR-N8002-102nPLen3 Revision 0 Attachment 2 Page 305 of 325
A, y
Z x t47' 46 04 39 ý38 5
4 Precision Surveillance Co... Crystal River Work Platform Design Brian Giometti Aug 6, 2007 at 1:46 PM CR-N1002-102 T CR-N0Caculation S07-03 Revision 0 Attachment 2 Page 306 of 325
Y zAk x Precision Surveillance Co... Crystal River Work Platform Design Brian Giometti Aug 6, 2007 at 1:47 PM CR-N 1002-102 CRN0212PTDsa 3 Revision 0 Attachment 2 Page 307 of 325
Section Sets
.Y MAINBEAMS CROSSBEA.
CROSSBEA COLUMNS COLUMNBR RAILING Precision Surveillance Co... Crystal River Work Platform Design Brian Giometti Aug 6, 2007 at 1:47 PM CR-N 1002-102 CR-N800210 2 PR3D Revision 0 Attachment 2 Page 308 of 325
Code Check y
No Calc
> 1.0
.90-1.0
.75-90
.50-75 0-50 Member Code Checks Displayed Loads: LC 1, WORKING LOAD
,Results for LC 1, WORKING LOAD Reaction units are k and k-ft Precision Surveillance Co... Crystal River Work Platform Design Brian Giometti Aug 6, 2007 at 1:48 PM CR-N1002-102 CR-N'OP02 102nPETDs.R3D Revision 0 Attachment 2 Page 309 of 325
Member Code Checks Displayed Loads: LC 2, 5:1 LIVE LOAD Results for LC 2, 5:1 LIVE LOAD Reaction units are k and k-ft Precision Surveillance Co... Crystal River Work Platform Design Brian Giometti Aug 6, 2007 at 1 CR-N 1002-102 CR-N02-2 PLD Revision 0 Attachment 2 Page 310 of 325
Code Check Y No Calc
'1.0
.90-10
.75-90
.50,75 WU0-50 Member Code Checks Displayed Solution: Envelope Reaction units are k and k-ft Precision Surveillance Co... Crystal River Work Platform Design Brian Giometti Aug 6, 2007 at 1:49 PM CR-N 1002-102 CR-N1002 -12nPL sn.
Revision 0 Attachment 2 Page 311 of 325
Company Precision Surveillance Corporation Aug6, 2007 Designer Brian Giometti 1:50 PM Job Number: CR-N1002-102 Crystal River Work Platform Design Checked By:
Global Display Sections for Member Calcs 5 M&x InternalISectibzonsfr M~iiib'er Calcs-+ 97 Include Shear Deformation Yes Includde Wainýg Yes Area Load Mesh (inA2) 144 M erg Tolerance (in) .12 P-Delta Analysis Tolerance 0.50%
eX-.. .ticaI.A.is. Y . . . ..
Hot Rolled Steel Code AISC: ASD 9th
[Cold Formed Steel Code llU99: A3 AIS Wood Code NDS 91/97: ASD W~ood Temperature- <1Q0OF Concrete Code IACI 1999 Number of Shear Regions 4_ _
Reeion SpacingIncrmnt (in) ~ 4~' ,~2 Biaxial Column Method PCA toad Contour-Parme Beta Factor (PCA). '..65
Concrete Stress Block Rectan ular U~se Cr~acked SectionsYe Bad Framing Warnings N LUnused Force Warnings Yes Hot Rolled Steel Properties Label E rksil G [ksi] Nu Therm (\1 E5 F) Densityfk/ftA3] Yield[ksi]
I1 HR STL 1 29000 1 11154 .3 .65 1 .49 36 Material Takeoff Material Size Pieces Length[ft] Weight[K]
1 Hot Rolled Steel 2 HR Sl-t2X2-X4 HRA 20 '67.7' '-
3 HR STL L4X4X6 HRA 6 23.1 .2 4 HR SiTL W10X,22. 2 22" / ' --,5 5 HR STL W6X16 4 14 2 6 HR STL W8X242154 7 HR STL W8X28 3 22.5 .6 8_ Total HIR Steel 37___
_ __ _ 164-.3--- 2.1_____
Hot Rolled Steel Section Sets Label Shape Design List Type Material Design Rules A [in2] lyy [in4l Izz [in4l J [in4l 1 IMAINBEAMSI W10X22 WideFlange Beam HR STL Typical 6.49 11.4 118 I .24 22 ;CRO8SSEA:.. 'W8X24 _V/ide~Flange, ~Beam~ AHR STL fITy'pical - 7.08 18.3 ~82.8 .3 3 CROSSBEA.! W8X28 Wide Flange Beam - HR STL Typical 8.25 21.7 98 .54 4 IOLLMNS W6X16 WideFlngeBeam HRI ST/ Typical 4.74 4.43 2.1 :22 5COLUMN1R3..L4X4X6 HRA Single Angle1 Beam HR STL 2.86 4.36 4.36 .141 Member PrimaryData Label I Joint J Joint K Joint Rotate(deg) Section/Shape Design List Type Material Design Rules E1 I M1 I N3 I N4 I I MAINBEAMS Wide Flanqe Beam HR STL Typical 2 M---v2 N1 / N2 ' <' "'- A NF1INEASWieFae Beam HR STL, Typ~ical RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3DPalculation S07-0O3ge 8 Revision 0 Attachment 2 Page 312 of 325
Company Precision Surveillance Corporation Aug6, 2007 Designer Brian Giometti 1:50 PM Job Number CR-N1002-102 Crystal River Work Platform Design Checked By:
Member PrimaryData (Continued)
Label I Joint J Joint K Joint Rotate(dea) Section/Shape Design List Type Material Desiqn Rules
_3_I M3_" N5_-------N__6__ I ICROSSBEAM.. Wide Flange Beam I HR STI Typical 4
5
~M4 ' 'N13 N14 4 ___CROSSBEAM.. Wide Flangei Beamý HR srLI Typical M5 Nl11_ N12 CROSSBEAM.. Wide Flange Beam HR STL. Typical 6 M6 N9 NI . ______ 'O CROSSBEAM.J Wid e FIa IB _IHR
. T. Typical..
_7 M7 N7 N8 CROSSBEAM.. Wide Flanqe. Beam HR STL Typcal 9
8~ M8 M9
~N15N16 4 N1~9 N20 COLUMN~S COLUMNS Wide Flange Beam H1STL, Wide Flangqe Beam HR STL T~ypicl Typicl 10 1 M10 N17 N21 I _COLUMNS Wide Flange Beam HR STL Typical COLUMNS Wide Flange Beam HR STL Typical 12~ M1~2 N23 _N24 go~ (OLUIVNBRAJ Single Angle Beami HR S IL 1Typical 13 M13 N25 N26 180 COLUMNBRA.. Sinqle Anqle Beam HR STL Typical 4~. M14 IN27 N28 90 .RAILING Single Angle, Beam HSR STL Typica 15 M15...........
' .. ..N29 N30
- =.........**
- ...... ..... 180 180* CORAILING U N Sinqle Angle Single Anlle ;Beam Beam 1*HRHR STL STL Typical p~
16 M16 N14 N24 90 'IS - ToIical 17N 0 COLUMNBRA.. Single Anale Beam HR STLI Typical 18a M18~ N1 N26 --o- -CLUMNBRA.. gl ea I TL-Typcl 19 M19 N14 N31 - RAILING Sinqle Anqle Beam HR STL Typical 10 M20 N31 N24 <180< >RAILING Single Angle, Beam FIR STL Typical-21 M21 N13 N32 270 RAILING SingleAngle Beam HR STL Typical 22 M22 N32 N26 RAILING ISingIAnleI S90e Bm HR STL Tyicl 23 M23 N33 N23 90 RAILING SingleAnale Beam HR STL TYIjaI 24 M24/ N N33 90 RAILING -Single Anqle B HR IL- Typical 25 M25 N5 N34 180 RAILING Single Anqle Beam HR STL Typicl j27 IM27 -- :--N34 N25 180 RAILING Single AnqleI Beam HR STL Typical 27 M27 N32 N37 180 RAILING Single Angle Beam HR STL Typical 28 M28 'N38- N37 270 RNAIL~ING Single Angle, Beami, IIR STL~ T p 29 M29 N N37 -- 190 RAILING Single Angle Beam HR STL Typical F3 M30 N40 180 RAILING Single*A*.gle Beam HR STL 31 M31 N40 N41 180 RAILING Single Angle Beam HR STL Typical 7 : N Ž 13 2-"1N**-j944 N43 A"**0 RAILING Single ..Bam I ITpical 133 M33 N33 N43 180 RAILING _Single Angle. Beam., HR STLý Typical 34 LM34~ N43I N34 - 0- RAILING Sinl~ge BemL IH vial~
[YQ
.35 Mk3,5 N45 N46 IiRAILING Sinale Anilei Beam !HR STLI Typ_6clj
~36 ~M36~ N416 ~N471 RAIL~ING Single Angle Beam HIR STL2 Typical 37 M37 N5 N25 1 ý 180 COLUMNBRA. Single Angle Beam HR STL Typical Member Advanced Data Label I Release J Release I Offsetrin J Offsetin T/C OnIy hyi TOM Inactive 1 M2 Yes 3 M3 BenPIN BenPIN Yes 4 Ž..M4... ,Be..PIN .nPINYes 5 M5 BenPIN BenPIN 6 M6 Ben'PIN BenP IN Yes 7 Mvl7 1BenPIN BenPIN p8 'M8 ~ BenPIN M2 Yes.
9 M9 BenPIN M1 Yes 11 Mi1 BenPIN M1 Yes 121 M12. BenPIN BnPIN .. M8~ M10 Yes YesXL 13 M13 BenPIN BenPIN M9 M11 Yes Yes 15 M15 BenPIN BenPIN M9 M11 Yes Yes 16 ~M16 BenIPlN ~BenPIN-- M2 ~M10 -Yes~ Yes 17 M17 BenPIN BenPIN M2 M8 Yes Yes 18 M1 BenPiN~ BenPIi N1 1 il Yes Yes ~
RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3D]alculaton So7-O0tge 9 Revision 0 Attachment 2 Page 313 of 325
Company Precision Surveillance Corporation Aug 6, 2007 Designer Brian Giometti 1:50 PM Job Number CR-N1 002-102 Crystal River Work Platform Design Checked By:
Member Advanced Data (Continued)
Label I Release J Release I Offset in] J Offsetfin] T/C Only Physical TOM Inactive 19 M19 BenPIN BenPIN M2 Yes Yes 1'20 U20~ ~BZ6PlIN' BenPIN ___________ Yes .Yes 21 M21 M1 Yes Yes 23 M23 BenPIN BenPIN M8 Yes Yes 24 M2~4 BenPlN> *& M21 Yes Yes 4 25 M25 BenPIN ,,, M1 Yes Yes 26 i**M26* *BbnPiFIN.. Ben*PIN+ 7
+*Ik;K ,AM9,+ *+*** *. Ye 27 M27 BenPIN BenPIN Yes Yes I 2_7_'__M287 B-e nPIN* BenPIN .. M4 K7' Yes Y+s+ 9%K+
29 M29 BenPIN BenPIN Yes Yes 30 BenPIN> BenPIN "47 -- Ys--Žj"Yes~
31 M31 BenPIN BenPIN Yes Yes 32+ M32__ +BenMIN3 IYes+ .. Yesi 33 M33 BenPIN BenPIN -Yes Yes
- 34 i M34 iBelIN BenY**Y"N+,' *>* *+42'K jKes---,-----
35 M35 BenPIN BenPIN Yes Yes IV M-3~6 __ BenPIN~ BenPIN4> Yes~ Yes' 37 M37 M 1 M9 Yes Yes Joint Coordinatesand Temperatures Label X [ft] Y [ftl Z [ft] Temp [ Detach From Diap I N1 0 0 0 )0 1 3 N3 00 7.5 0 5N5 .417W 0 7.5 0 7 N7 3 0 7.5 0 9 _ N9 _5.5 0 7.5 0 11 Nil 8 0 7.5 0 12__N12 8ia ~0"~ 00 13 N13 10.583 0 7.5 15 N15 3.5 0 0 0 16 N16 3.5" -----i 0.W iI7~.5jj~"K 0'&
17 N17 7.5 0 00 196 N19 3.5 3.924 1 700 20 N209 3.5 3.924 7 0 21 18--- ___ _
N21 N_1 __8 _ _7.5 7.5 3.924 3.5 0 7.5 00 23 N23 3.5 3.59 0 0 25 N25 3.5 3.59 7.5 0 4.417 3.59: 7.5+<'+.
27 N27 3.5 2.007 0 0 324 N243 ~QJl 7.5 3.5-9 0-'. ~~.K 0' 29 N29 3.5 2.007 7.5 0 31 N31 10.583 3.59 00 33N33 .417 3.59 0 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design R3Dpalculation S07-1Qe 10 Revision 0 Attachment 2 Page 314 of 325
Company Precision Surveillance Corporation Aug 6, 2007 Designer Brian Giometti 1:50 PM Job Number: CR-N1002-102 Crystal River Work Platform Design Checked By:
Joint Coordinatesand Temperatures (Continued)
Label X rt]i Y [ft] Z [ftl Temp [F] Detach From Diap..
35 N35 10.583 0 7.333 0
':6N36 ~ 10,~583 0~ ~167 . < 0 37 N37 10.583 3.59 3.625 0 38 9 N38 10.583 0 3,625 ~ 0>
39 N39 10.583 2.007 7.5 0 40 ~ N40_____ 10~.583 2.007 ' 3.-625 01 ~~~7
[41 N41 10.583 2.007 0 0
~42. N42 ~ 41~7 2 0~ 7.333 ~ 0 43 N43 .417 3.59 3.625 0
~44 ~ N4 4 *.417 0 3.625 -20Kt 45 N45 .417 2.007 7.5 0 47 N47 .417 2.007 0 0 Joint Boundary Conditions Joint Label X [k/in Y R[in] Z [k/in] X Rot.[k-ft/radl Y Rot.[k-ft/rad] Z Rot.[k-ft/radl Footing 1 N20 Reaction Reaction Reaction 22 N2~2 Reaction Recto eacti-o -
3 N21 Reaction Reaction Reaction 4 N19 ~ Reaction- - eaction---. ~Reaction 5 NI Reaction Member DistributedLoads (BLC 5: BLC I TransientArea Loads)
Member Label Direction Start Magnituderk/ft.... End Ma nitude[klft.d.. Start Location rft.% End Location "L...
1 M3 Y " -.052 -.052 6.75 7.5 2 M4 .052 -.052 .012Ž .75 3 M4 Y -.026 -.026 .75 1.5
-4 M4 .5-.-21 .5 5 M4 Y -.026 -.026 2.25 3 6 M4 2iYL -.052 -.052 3~~jj 2 3.75~ !IL r7 M4 Y -.052 -.052 3.75 4.5
- 8* M4* Y 026" -.026 4. 5.25 9- M4 Y-.052 -.052 5.25 6 10 M~4 Y -.026 -.026k <2 6<2 6.75 C 11 M4 Y -.052 -.052 6.75 7.5 12 M5* 10.515 2.25 13 M5 Y -.052 -.052 2.25 3 14:il >M5 j Yf 2 -..10 053 7 15 M5 Y -. 105 __105_3.75 4.5 16 M52 4.5 ~ 5,25 17 M5 Y -.105 -. 105 5.25 6 18i - -- M5 -. 052 ~ -.052< -~6 1ii6.75L 19 M5 Y -.105 -. 105 6.75 7.5 20 2 M6 Y -105 >-.105 3 ~3.75 21 M6 Y -.105 -. 105 3.75 4.5
~22, M6 2~ Y:3A 32 -.052 052
-. 4.5___5.25 _
23 M6 Y -.105 -. 105 5.25 6 2124M62 1uYi -. 052' -.052< 62 6.75 E8 M7 Y -. 105 -. 105 6.75 7.5 27 M7 Y -.052 -.052 6 .75 29 M3 V. -.0-2 . 1.75 31 M3 Y -.052 -.052 1.5 2.25 RISA-3D Version 5.5 [M :\...\...\Engineering\Final Design\CR-N1002-102 PLT Design. R3D]alculation S07-OWe 11 Revision 0 Attachment 2 Page 315 of 325
Company Precision Surveillance Corporation Au 6, 2007 Designer Brian Giometti 1:50 PM Job Number CR-N1002-102 Crystal River Work Platform Design Checked By: m Member DistributedLoads (BLC 5: BLC 1 TransientArea Loads) (Continued)
Member Label Direction Start Magnitude k/f .. End-Ma itudefk/ft d.. Start Location ft 00 End Locationfft.%1 32 ~44 ~ M3 ZUY*2 -.026-.26 .53 33 M3 Y -. 052 -. 052 3 75 34N C3 ..-.052 .-. 052 3..
35 M3 Y -. 026 -. 026 4.5 5.25 M3 Y -.026 -.026 6 6.75 39 M5 Y -.02_-.052 ,75 1.5 40 M6 Y Q.7 41 M6 Y -.052 -.052 .75 1.5 43 M6 Y -. 052 -. 052 1.25 2.
45 Y -.052 -.052 4L44 M7 Y-.105 *-051~~> i0 :.7 ,
______________ M7____.052 -_052.715 46M7Y-.0 47 M7 Y -52 -.105 1.5_
2.25 3 149 M7 Y -.105 -. 105 3.75 4.5 50*' 7*M7;i _____ -J5 -. <2 4.5 5.25~i Member DistributedLoads (BLC 6: BLC 4 TransientArea Loads)
Member Label Direction Start Magnituderkift.... End Magnituderk/ft~d.. Start Locationlft.%l End Location[ft.%]
1 M3 Y 1 -. 259 1 -.259_ 1 6.75 _ 7.5 21M4 ~:59 .2 -.259~ 0 .7 3 M4 Y -. 129 -.129 .75 1.5 4 M 2YZIL -. 259 -.259 1.5__2.25 _
5 M4 Y -.129
-12_ 3 _2.25 6 - -M4__________ -. 259 -293.7 r7_ M4 Y -. 259 -. 259 3.75 4,5 9 M4 1_8__M4___12 Y -. 259 -.129
-. 259 5.25 4.5_ 6 5.25 11 M4 Y -. 259 -. 259 6.75 7.5 12~
13 M5 Y 51 -
-.-.259 4 -.518
-.259 1522 225 3 15 M5 Y -.518 -.518 3.75 4.5 14_ __ _ _ _ _ __5 _ _ _ _ _ _ -.518 -,5183_3.7 23 M5 Y -.518 -.518 5.25 6 1219 16_ M5 Y Y -.518
-,259J -.518 5 6.75 4.5 7.5 5.25____
i 21 18 M6 M5 Y 'Y -.518
-51
-.259 -.259 3.75 4.5
.75..
6______.~
2396 Y -M518 -.5189 525 125 M6 Y -. 518 -.518 6.75 2.5 27 24MM7 Y Y-259 -.259 -.259
-. 259 --- 6 6.75 6,7 15 1 29 M3 Y -.259 -.259 0 .75 31 M3 Y -.259 -.259 1.5 2.25
-33 M3 Y-.259 -.259 3 3.75 I35 M3 I Y 1 -.129 -. 129 4.5 1 5.25-RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3D]alculation S07-1olge 12 Revision 0 Attachment 2 Page 316 of 325
Company Precision Surveillance Corporation Aug6, 2007 Designer Brian Giometti 1:50 PM Job Number CR-N1002-102 Crystal River Work Platform Design Checked By:
Member DistributedLoads (BLC 6: BLC 4 TransientArea Loads) (Continued)
Member Label Direction Start Maqnitude klft,.. End Maqnitude ftd... Start Locationrft,%1 End Location[ft,%j F-36 K>M3 y~ii ~-.259 - U_2 37 M3 Y -. 129 -.129 6.75 38M -.518 -.518 0 - .75A 1_39 M5 Y -.259 -.259 .75 1.5 41 M6 Y -.259 -.259 .75 1.5 4~2 M6 y '518~'~
-. -.518 1.5 2.25 443 M6 Y -,259 --.259 2.25 3
~44 145 M7 M7 ~ 2__>_-.518 yi Y -.259 -,518-.0115
-.259 .75 1.5 47 M7 49 M7 y-58-581522 -.259 -.259 2.25 3 49 M7 Y -518 -. 518 3.75 4.5 50 *.*...*M 7-.* y* ........ 259, : ..-,;*..,
259 4.5 ,5.25 .......
Joint Loads and Enforced Displacements Joint Label LDM Direction Magnitude[k.k-ft inrad k*sA2/ft]
No Data to Print ...
Member PointLoads (BLC 3: Hydraulic Pump)
Member Label Direction Maonituderk~k-ftl Location[ft,%]
I M6 y -.75 %50 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface 1 Live Load LL 1" 3 Hydraulic Pump LL 1 4 T5:1 Platfor Live Load LL______________S~___
5 BLC 1 Transient Area.. None 50 6 3LC~4 TriirntArda-,,__ ____ ____ ____ _____________
Load Combinations Descriotion SolvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 WORKINGL..Yes 1 1 2 1 1 3 1 1 2 5:1 LIVELO~...Yes -2_ /
Load CombinationDesign Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 WORKING LOAD ---I Yes I Yes / Yes Yes 2 5f1 LIVE LOAD~ yes YesYe Envelope Joint Displacements Joint X [inl Ic Y lini Ic Z [inl Ic X Rotation ... Ic Y Rotation ... Ic Z Rotation [... Ic 1 N1 , max 0 2 0 1 0 1 0 2 -5.867e-71 2.859e-62 I mini 0 1i 2 0 2T 0 1-1,76_3 -6V 1 '4e-I1 14 3 N2 Jmax 0 1 0 1 0 1 2.008e-6 2 -5.903e-7 1 -1 .422e-6 1 4 min 0 2! -.001 0'1 2 1 .09e-7 1.73e-6 2 1-2.862e-'
RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3D]:alculation S07-1W 13 Revision 0 Attachment 2 Page 317 of 325
Company Precision Surveillance Corporation Aug6, 2007 Desi ner Brian Giometti 1:5 PM Job Number: CR-N1002-102 Crystal River Work Platform Design Checked By:
Envelope Joint Displacements (Continued)
Joint X [inl Ic Y [in] Ic Z [in] Ic X Rotation Ic Y Rotation Ic Z Rotation F. Ic 5 N3 max 0 2 0 1 0 1 3.946e-7 2 -5.74e-7 1 3.651e-6 2 mi 0' 1m 12 0 2~0V-1.584e-7 1 1-1.722e-6 2K 1.278e-6 1 7 N4 -_-max 0 1 0 1 0 1 6.227e-6 2 -5.901e-7 1 -1.261e-6 1 8_ ____ min 2 .00 2L 0 2' 1.597e-6 1 -172-6_K 259e6-9 N5 max 0 2 0 1 0 1 3.946e-7 2 -5.74e-7 1 3.64e-6 2 10 0n -1Ž I ý70 1 ~2 '0 2 -1.584e-7 1 1.722e- 2 h.27e6 11 N6 max 0 2 0 1 0 1 2.354e-7 2 -5.867e-7 1 2.848e-6 2 112 ~ nn m' 0 i -. 001 0 2 ~6.999e-8 1 -1.763e- 2L 1VA"Oý-6 '111 13 N7 max 0 2 0 1 0 1 2.853e-6 2 -5.902e-7 1 6.97e-7 2 14 ~ mn 0 fý
ý -Oi ~f 774e-6 1Qj-1.'5'. -2.329- 1 15 N8 max 0 2 0 1 0 1 7.669e-7 2 -5.885e-7 1 7.758e-7 2 16min o , 21 . 0,00 2.349e-7 1.1.768e-6 1 2I_ -2.........
17 N9 max 0 2 0 1 0 1 4.145e-6 2 -5.871e-7 1 0 1 19 N10 max 0 2 0 1 0 1 1.194e-6 2 -5.866e-7 1 0 2 20.. ...... m*n 0 1 ..,00 2 0 2 leZi-7 I 1 3,0*LL - Z6i** ..........
0, 1 21 Nll max 0 1 0 1 0 1 5.166e-6 2 -5.874e-7 1 2.381e-6 1 22 1 i 1 -.001 _2 0 2~ 1.279e-6 1 1-1.76.4e-6 2 '-6.275e-7, '2 23 N12 max 0 1 0 1 0 1 1.597e-6 2 -5.873e-7 1 2.283e-6 1 24 minij 0i4 2- .001 2 ' 0~ 2 4.922e-7 1 -1.764e- 2 -785-7 25 N13 max 0 1 0 1 0 1 6.227e-6 2 -5.901e-7 1 -1.25e-6 1 min 2* * .001 2 0 i 2 _7, e - 7. e-, 2- - eii 27 N14 max 0 1 0 1 0 1 2.008e-6 2 -5.903e-7 1 -1.411e-6 1 28I min 0 1, -- 0 2,*iD9eL 11 -1.73e6i -2.1-29 N15 max 0 2 0 1 0 1 8.698e-7 2 -5.883e-7 1 -6.89e-6 1 30 -... n....._L1,0,,2_ira0 *2 2.66e71 -1.76 2-96l.54e-6 2 N16 Max 0 2 0 1 0 1 3.329e-6 2 -5.854e-7 1 -6.937e-6 1
.2. Mm.. 0 0 22 0. 7.248e-72 1 i 1757e-6 2 - ;.;e-7 2 33 N17 max 0 1 0 1 0 1 1.517e-6 2 -5.868e-7 1 9.647e-6 2 Ifi1 f 2 4.673e-7 1 4-1.72e- 2 6.84- 1..
35 N18 max 0 0 1 0 1 4.961e-6 2 -5.869e-7 1 9.744e-6 2 37 N19 max 0 1 0 1 0 1 1.401e-5 2 -1.391e-6 1 -3.296e-6 1 38 ~ min 0 12 0i 2' ' 0 ' .4e-6 1 -. 15e62 -1.06e-5 L2--
39 N20 max 0 1 0 1 0 2 1.346e-5 2 1.936e-5 2 -1.141e-6 1 40 min 0 2 0 2 0, 1 4.115e-6 1 1 .62ge-6 A -5.996e-6 21 41 N21 max 0 2 0 1 0 1 1.193e-5 2 1.438e-7 2 1.059e-5 2
- 242m 000 3 4.554e 1 47e- 3.3e-6 43 N22 max 0 2 0 1 0 2 1.152e-5 2 -2.287e-7 1 1.212e-5 2 L___-_0 - - 0 1 3.5 e6 I 74 5 - 42 e-6e 45 N23 max 0 1 0 1 0 1 1.4e-5 2 -1.391e-6 1 -2.427e-6 1 46min 0 2 ~'0 2 06 2 4ý.243e-6 1~ -4415e-wb 2 -7.752e-61 2 47 N24 max 0 2 0 1 0 1 1.193e-5 2 1.438e-7 2 7.979e-6 2 48min 0 1 0 2 ,0f 2 3.554e-6 1 -2.47e-81 2.654e-6 1-49 N25 max 0 1 0 1 0 1 1.346e-5 2 1.936e-5 2 -2.16e-7 1 51 N26 max 0 2 0 1 0 1 1.152e-5 2 -2.287e-7 1 9.405e-6 2 53 N27 max 0 1 0 1 0 1 1.403e-5 2 -9.894e-7 1 6.954e-6 J2 54 mint1 2 0
&251 2 0 e-6 1 -3.091e-6.. 1 2.728e-6 1 55 N28 max 0 2 0 1 0 1 1.193e-5 2 -3.051e-7 1 -2.718e-6 1 56' 1~ min 0f 1 0 2 0 2 3..555e-6 ~I -8.09e-7 2 -6.943e-61 2 57 N29 max 0 1 0 1 0 1 1.379e-5 2 8.803e-6 2 7.105e-6 2
- ,:58> min 0 0 2 '6..... ..... 2e-6.. 1*
59 N30 max 0 2 0 1 0 1 1.152e-5 2 -4.078e-7 1 -2.558e-6 1
. ;m * *1 *o "i.". 0 I '** 1-1.2 -6 2 1-6641 e-6 20 61 N31 max 0 2 0 1 0 1 1.193e-5 2 -5.903e-7 1 -3.595e-6 1 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3DPalculabon So7-SPAte 14 Revision 0 Attachment 2 Page 318 of 325
Company Precision Surveillance Corporation Aug6, 2007 Designer Brian Giometti 1:50 PM Job Number: CR-N1002-102 Crystal River Work Platform Design Checked By:
Envelope Joint Displacements (Continued)
Joint X [in] Ic Y in Ic Z [in] Ic X Rotation ... Ic Y Rotation ... Ic Z Rotation [f. Ic Q2 min ~0i 1' -.001r 2~ ~0< 2 .5.5 e- 1.77~3e-6' 2 ~1-19 e-5 2 63 N32 max 0 2 0 1 0 1 9.543e-6 2 -5.901e-7 I -3.595e-6 1 65 N33 max 0 1 0 1 0 1 1.007e-5 2 -5.867e-7 1 9.819e-6 2 66 minn 0~ 2 -.001K *2 0- _27 3.02e-6 I '-1.763e-6, 2 33A5 3e76 -1 67 N34 max 0 1 0 1 0 1 1.007e-5 2 -5.74e-7 1 9.166e-6 2 6 Minh 12 ___ -b.00 2 ~0 2 3.006-6 1 -1.722e61 2 ~3.022e-6. 1 69 N35 max. 0 1 0 - 0 1 -7.593e-5 1 2.355e-7 2 -1.253e-6 1 70min *0 - -~21 0 27-247-4 2 1.201 e7 1. -2,9e- 2__
71 N36 max 0 1 0 1 0 1 2.47e-4 2 2.355e-7 2 -1.407e-6 1 7Z2 min__ i 0 2 .02 2 0 - 759e-5 1 O.21e-7 i 1 12.45e6 73 N37 max 0 2 -.003 1 0 1 0 1 2.355e-7 2 -3.595e-6 1
~74 min 0 1 .009 2- 0 2 0 2 1.20@i'7 1- 1.199e-5 2 75 N38 max 0 1 -.003 1 0 1 1.243e-5 2 2.355e-7 2 -1.333e-6 1 76 min 0 2 .0069 2 0 2h 3 743e-6 1~ 1.201ie-7~ 1 -2.7~22e-6 2 77 N39 max 0 1 0 1 0 9,512e-6 2 -5.901e-7 1 -3.135e-6 1 79 N40 max 0 1 -.003 1 0 1 8.328e-6 2 2.355e-7 2 -3.093e-6 1
__min 0 2 -.0 0 2.. 2....... 1 11.201e-7..: LL 6 2 81 N41 max 0 1 0 1 0 1 9.531e-6 2 -5.903e-7 1 -3.054e-6 1 m82min 0 2i_--- -.00i1 2 0 2 -6 1_1.773e-6 2- 9.76e-6 '2 83 N42 max 0 2 0 1 0 1 -7.659e-5 1 2.053e-7 2 3.622e-6 2 1 2 2 0 2 2493e-4 2
- 035 . e7 I 1.27e-6 1 85 N43 max 0 1 -.003 1 0 1 0 1 2.053e-7 2 9.503e-6 2 86min 0 2 f**-. 2 02 27 0 : 1.035e-7 1. 3.....
87 N44 max 0 2 -.003 1 0 1 1.01e-5 2 2.053e-7 2 3.231e-6 2 888 min 0 01 2 0 ...
.082
.. ... I .. 1.0 . e-7. . 1 89 N45 max 0 2 0 1 0 1 1.061e-5 2 -5.74e-7 1 9.48e-6 2 g9o min 0 1 -.0~01 2~~ 0 2 3.204e-6 1 -1.722e- 2 3.139e-6 1f 91 N46 Max 0 2 -.003 1 0 1 9.388e-6 2 2.053e-7 2 9.484e-6 2 m2i~o 0_1 0' 27e-6 1 1.035e-7 A, 3.1&
93 N47 max 0 2 0 1 0 1 1.063e-5 2 -5.867e-7 .1 9.488e-6 2 94_ _ t__
mn!n 0~ -. 0 2 0Q 2 .3.73e-6 I 1-1.763e- 12 1304e-6 1 Envelope Joint Reactions Joint X [k] Ic Y [kM Ic Z [k] Ic MX [k-ft] Ic MY [k-ftl Ic MZ [k-ffl Ic 1 N20 max .315 2 3.831 2 0 1 0 1 0 1 0 1 2 inh 107' 1 1 1. 353 i1 3 N22 max -. 107 1 3.831 2 09 0 12* 0 0A 11L 00 11 0 1 4 min__ -.1 _2 135 .1 0 2~i 0e _ 1Q1 0 -ii1i 0i 1 5 N21 max -. 101 1 3.832 2 0 2 0 1 0 1 0 1 7 N19 max .303 2 3.831 2 0 2 0 1 0 1 0 1 8_ N min ~LL..10 1 1o 1 11.353 1 0 1 0 9 N1 max 0 1 0 1 0 1 0 1 0 1 0 1 1.0 7mi 0 0 10 I 0 1_ 0- 2 0 1 0 11 Totals: max 0 2 15.324 2 0 1 412i *_ mmn ~0~ 1 5A12 1 0 2+/- 9.929 _____ 9<
Envelope Member Section Forces Member Sec Axialfk] Ic y Shear[k] Ic z Shearfk]
K 1J M1 1 1imaxl 0 1 0 1 0 Ic Torquerk-ftl 1 0 Ic y-y Momen... Ic z-z Momen... Ic 1 1 0 1 0 1 92 r-wn5 L __ Q - __I 0 1 0 1 __ 0 1 0o 1 o 1&I imax 0 1 0 1 0 1 0 1 0 1 0 1 i0' ~ -' min 0% I1 0.~ 1~ 0 1 0~> K 0. .1 0 1 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3D;alculation S07-01Qje 15 Revision 0 Attachment 2 Page 319 of 325
Company Precision Surveillance Corporation Aug6, 2007 Designer Brian Giometti 1M:5 PM Job Number: CR-N1002-102 Crystal River Work Platform Design Checked By:
Envelope Member Section Forces (Continued)
Member Sec Axialrk] Ic y Shearfk] Ic z Shear[k] Ic Torquefk-ftl Ic y-y Momen... Ic z-z Momen... Ic 11F M2 1 Imax 0 1 0 1 0 1 00 0 11 00I1 1 121 min 0 1 1.0 1 0 1 0* 2 0 1 0 1 19 5 max 0 1 0 1 0 1 0 1 0 1 0 1
.............. . . ..... ... . ..... ...... . ; ,0 , :,,, 1.;
21 M3 I max 0 1 .884 2 0 1 0 1 0 1 0 1 22~ <~ mi '09< 2, .%264% 1~ 0 1 0 2~ 0 1~ 0 1'A 29 5 max 0 2 -.265 1 0 1 0 1 0 1 0 1
~30~ min 07 1 -885-2 -0 --- [<'0 2 0 1 31 M4 1 max 0 1 .884 2 0 I 0 1 0 1 0 1
~32< min 0 2 .264 1 '.0 1r 0____ 2 0 -1 0 1.
_39 5 max 0 2 -265 1 0 1 0 1 0 1 I 0 1
_40_ _ _
- min 0 1 : 885'! -2 *1* 0 2 0 1 0 1 41 M5 1 max 0 1 1.659 2 0 1 0 1 0 1 0 1 42mi 2 42 1 0 *1*i 0- *2* 0* 1 0* 1**
49 5 max 0 1 -.42 1 0 1 0 1 0 1 0 1 5 *-"0 ,-:n0:-.59 2 0.... Q.1 0 21 - .. ..
51 M6 1max 0 2 2.034 2 0 1 0 2 0 1 0 1 52 ____ I min 0 71 4.795:' 1 0- 1 0 1 0 17 0~ 1 59 5 max 0 2 -.795 1 0 1 0 2 0 1 0 1
'60~ ~ min 0 -. 034 2 04 1- f n100 .1&0A 61 M7 m0 1 1.659 2 0 1 0 2 1. 0 I1 62 min 0 D ~ 2 .42 1 0K 1 0 0 1fQ 0I~ f 1 69 5max 0 1 -.42 1 0 1 0 2 0 1 0 1 9 -: *V.Ti-in -> -' 0 2 t.6-5
- 2 0 1' 0 0 1 71 M8 -.939 1 -.006 1 0 1 0 2 0 1 0 1 7 _2 2
.013 .04.1i. 0 2- -0 1 0 I 79 5 max -1.353 1 .303 2 0 1 0 1 0 1 0 1 80 min -3.831 ~ .10'1l -i- '- i*1 of1 0 ;p1 81 M9 max -.94 1 -.004 1 0 1 0 1 0 1 0 1
- 82 min -2.782 *2* D08 2 0V 2* .... .................
89 max-1.353.1 .315 2 0 2 0 1 0 1 0 1
- 90 miL .......
3.*1 1 1 0 91 M1o imax -.939 1 .013 2 0 1 0 1 0 1 0 1
- 92 mi 1-2.786 *1 -. 0*)07* 1 0 2 -0 2 0. 1..
99 -1.354 1 -. 101 1 0 1 0 1 0 1 0 1 100 38.2. 2 .in-.. 03 2 0 2 .- 0 1 0.
101 M1_ 1 max -.939 1 .017 2 0 2 0 1 0 1 0 1 102Ž min -2785 2 .09 - 0> i 1 1 0-109 max -1.353 1 -. 107 1 0 2 0 1 0 1 0 1 111 M12 -. 15 1 0 1 -.017 1 0 2 .03 2 .03 2 11 mini -. 54 2 0 7 1 017~ 1-K 0' 1 .01i 1i' <01 :E 119 max -. 15 1 0 1 ,017 1 0 2 .03 2 .03 2 112'0'~___ _ ,_min -A454" 2 0 1 -.0-17 1 ~7 -.~1 ".~01' 41' '.01 1i 121 M13 1max -. 145 1 -.017 1 0 1 0 2 .03 2 -. 01 1 2 " ' *01 min -. 444 2::7. 1 0*1*-0 1 .03 2 129 5 max -.145 1 .017 1 0 1 0 2 .03 2 -.01 1
'13 min -.444 :i< 12. l~1 ~ 1~ .01I 1~ <-.03 2 131 M14 max -009 1 0 1 -,006 2 0 2 .001 2 .001 2 132 min-- .0 2m .t. 0 1 .006 1'
- 1 "0hi 07 , 1 7T1. 0^1 139 5 max -.009 1 0 1 .006 2 0 2 .001 2 .001 2 140 min -.039 2 0 1 .006 1 0 .. .. 1 0 1 141 M15 1max -.006 1 -.006 1 0 1 0 2 .001 2 0 1 14 min -.033 I2 -.006-- 1 >0 1 ~0 Ai >0 1 A44 001i%'2, 149 max -.006 1 .006 1 0 1 0 2 .001 2 0 1 150..' nmin~x , .03 ~ 2 006 1 0Ql 1u 0 1 ~0f +/-1 -,001 2
,151 M16 Imax -.395 1 -.013 1 0 1 0 2 0 1 0 1 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3D:alculaton S07-1qe 16 Revision 0 Attachment 2 Page 320 of 325
Company Precision Surveillance Corporation Aug6, 2007 Designer Brian Giometti 1:50 PM Job Number: CR-N1002-102 Crystal River Work Platform Design Checked By:
Envelope Member Section Forces (Continued)
Member Sec Axial[k] Ic v ShearklK Ic z Shear[k] Ic Tor uerk-ft] Ic vy Momen.. Ic z-z Momen... Ic
_52
_ __ min 1 -1.227 I2 ....1. 12 0 1 00 1 1 0 1-A 159 _ 5 max -.425 1 .013 1 0 1 0 2 0 1 0 1 160l min -1 256i 2 j01I3 -2 '@0*@ .1 0 1 0 i1 0 10iI 161 M17 I max -.394 1 0 1 -.013 2 0 1 0 1 0 1 162 min 1 -1226 2 0 1 13 0 2 0 *1 V 0o' _
169 5 max -.424 1 0 1 .013 2 0 1 0 1 0 1 1~70~ i 25 6
-1.~mni 1 i13~.0~ 1 2F 0 1 0i 171 M18 1 max -.394 1 0 -. 013 2 0 2 0 1 0 1 17 min -1 227 2 0 1 -.013 1' 0IIffi 1 0~
'O 1 0 179 . . 5 max -.424 1 0 1 .013 2 0 2 0 1 0 1 180 _____ ~ min -1.2'57.I2 iI 0 1 .013~ 1. '0~ 1 1 181 M19 i max .027 2 0 1 0 1 0 1 0 1 0 1 18 2 ~ min n~iI.027 1 '0 2 0ui 2 0rd ~l 0 1 ~ 0 189 5 max .011 1 0 1 0 2 0 1 0 1 0 1 190 min .011ii 1 :0 2 0 1~ ~~ 21~ 0 191 M20 1max 0 1 -.005 1 0 1 0 1 0 1 0 1 199 5 max 0 1 .005 1 0 1 0 1 01 201 M21 1 max .027 2 0 2 0 2 0 1 0 1 0 1 2 ___ -*m-in-___02__7__ 1210 >1 0 1 0 1 0 2 209 5 max .011 2 0 1 0 2 0 1 0 1 0 2
~210 mi .11 1 0 '2 0 1 0* >1 0~ 2' 0~
211 M22 1 max 0 2 0 1 -. 005 2 0 2 0 1 0 1 212 0.... 1 0 1 -.005< 1 0 1 0 2 0 2 219 5max 0 2 0 1 .005 2 0 2 0 1 0 1 0 2 0 1V ~0 1 2 0 .005 2~i 221 191M23 1 ~max max 00 21 0 1 -.005 2 0 1 0 1' 0 1 F222 ~ min2 0~ 1 0~ 1 0, >O 0__ -D 1____
229 5 max 0 2 0 1 .005 2 0 1 0 1 0 1 230 _____ min 0* 1 0 1 .005 ~1 0 2 0< 1 '0 1 231 M24 1 max .026 2 0 1 0 2 0 1 0 1 0 1 2232 m in 026 1 0 2 21 0 0 i 0 i 0- i 0> 1 239 5 max .01 1 0 2 0 2 0 1 0 2 0 1 241 M25 1 max .027 2 0 1 0 2 0 1 0 1 0 1 24 ~ mn .0- 201 249 5 max .011 1 0 1 0 1 0 1 0 1 0 1 1250* _ _ mini _01*-1-1 1 0 2< *0 2 0 '1 0 U2 *_*
251 M26 1 max 0 1 -.005 2 0 1 0 1 0 1 0 1 m .252.in 0 Q........005 0 IL01 1
259 5 max 0 1 .005 2 0 1 0 1 0 1 1 261 M27 1 max
ý262* m*in *0*0 21 -.006
.006* 1 1t 0
-0* 1 1 0 1 0 0* 2 0 1 0**: 2..
269 5 max 0 1 .006 1 0 1 0 1 0 2 0 1 270mm 0 ..... 006 1 0 0.1 . 1 0 2 271 M28 1 max .034 2 0 1 0 1 0 1 0 1 0 1 2>72 min .04 0 2 0 1~ ~ 1 ; 0 1. 0 1 279 5 max .012 1 0 2 0 1 0 1 0 1 0 1 280______ irni m .012~I 21Q> 0 1 0 0 1 0L *1 281 M29 1 max 0 2 0 1 -.006 2 0 1 0 1 0 1 282 mi 0~ '1 F 0 ~ 11-.006 1 ~0 1 0 2L 289 5 max 0 2 0 1 .006 2 0 1 0 1 0 1 291 M30 1max 0 2 -.006 1 0 1 0 2 0 1 0 2 2902i __- min 0 1 -..
006 1 0 1 >'~
1TO 0' 2 >0 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3D:alculation S07-1V_4e 17 Revision 0 Attachment 2 Page 321 of 325
Company Precision Surveillance Corporation Aug 6, 2007 Designer Brian Giometti 1Cek PM By:.
Job Number: CR-N1002-102 Crystal River Work Platform Design Checked Envelope Member Section Forces (Continued)
Member Sec Axialfkl Ic y Shear[k] Ic z Shear[k Ic Torque[k-ft] Ic y-y Momen... Ic z-z Momen, 11 299 1m5 axi 0 2 1 .006 1 0 1 0 2 0 1 0 2 30," .~n aI 0 1 .0006
.. 1 0+.. Y1 0, 1* 0 '2. 0 1,1 301 M31 11maxI 0 1 -.006 1 0 1 0 2 0 2 0 1 3 2 I..min..0. 2 .... 2 0 1 0 0 1 02_
309 5 max 0 1 .006 1 0 1 0 2 0 2 0 1 310 min 0 2 .006 _2 0 1 0 1 0 1- 0 311 M32 1max .034 2 0 1 0 1 0 1 0 1 0 1 312*", i,. I m. .034 1 0 1 0 2 0 1 0 1 0 i.
319 5 max .012 1 0 1 0 2 0 1 0 1 0 1
'320 min~ --- 012~ 1 ~0 1~ 0 1< 0 1 '0~ 1 0.
321 M33 1 max 0 2 -. 006 2 0 1 0 2 0 1 0 2 22 m0**, 0 I*1 1 0 2 0 1 329 5 max 0 2 .006 2 0 1 0 2 0 1 0 2 330n 0~ 1' .006 1J 0~ 0Th 0_ 2 331 M34 I max 0 1 -.006 1 0 1 0 2 0 2 0 1
-3' 0 2 -.006 1 1 0 .0 2 339 5 max 0 1 .006 1 0 1 0 2 0 2 0 1 34 min 0 2 006 1 0 1 0 0 1, 0 21 341 M35 1 max 0 2 .006 1 0 1 0 2 0 2 0 1
_34 ~ min 0D 1 .006 '1 0 iI 0, 1i 0o 1~ 0 349 5 max 0 2 -.006 1 0 1 0 2 0 2 0 1 351 M36 1 max 0 1 .006 2 0 1 0 2 0 1 0 2 352 --- min, 0 2 .00 1 0Q 1Th 0 1-1 0 2[
1359 5 mmax 0 1 -.006 2 0 1 0 2 0 1 0 2 360 j_____ 0ii 2 -.006' 1 0~1/41' 0iL~ 1A 0 2 0 1'~'
361 M37 1 max -. 39 1 -.004 2 0 1 0 1 .002 1 .007 2
'362 FLL7miii -1.2-2-3 2 iL.01j 1 0~ 2 0o 21 .062'.0 1QJ 369 5 max -.42 1 .022 2 0 1 0 1 .02 2 -.01 1 701 _ __ .01 0 .1 1 -Q2fi )
Envelope Member Section Stresses Member Sec Axial~ksil I y, Shea... Ic z Shea... Ic -Ta ksi Ic -Batfksi Ic z-Ta ... Ic z-Bat... Ic 01iK 1
______ 1 __11____ 11 11 0 11 0111 0 0< 11 2 M2 i max 0- 1 0 1 0 1 0 1 0 1 0 1 9 5 max 0 1 0 1 0 1 0 1 0 1 0 1 0 1 11 M2 imax 1 0. 1 0 1 0 1 0 1 0 1 0 1 240 212 1 min 1~00m 12 1 -b-
-m" 0 V- -0' 1 0 1i1 1O 0 1 0@
'0 11* 0 1' 1II 19 5 max 0 1 0 1 0 1 0 1 0 1 0 1 0 1 21 M3 I max 0 1 .455 2 0 1 0 1 0 1 0 1 0 1 20 0imJ -4 1 1 00 11- 0 11 0 0 29 5 max 0 2 - 2137 1
1 M4 1 max 0 1 .455 2 0 1 0 1 0 1 0 1 0 1
....... in! 0 2 '.136 1 *'3/400'1> 11 0 1 0 1 0, 1O 39 5 max 0 2 -137 1 0 1 0 1 0 1 01 0 1 41 M5 1 max 0 1 .722 L2 10 1 0 1 0 1 0 1 0 1
..... mi 0'* 2iA 8- 1*1= 0 0 . ... 0 . 11 0..
49 5 max 0 1 -. 183 1 0 1 0 1 0 1 0 1 0 1
..5' "%.0"' -m in,0 ý2 -.722'2 - 1 --A1 ~0 W1~ 0 11 51 M6 1 max 0 2 .885 2 0 1 0 1 0 1 0 1 0 1 59 5 max 0 2 -. 346 1 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3DM:alculation S07-1De 18 Revision 0 Attachment 2 Page 322 of 325
Company Precision Surveillance Corporation Aug 6, 2007 Designer Brian Giometti 1:5b PM Job Number: CR-N1002-102 Crystal River Work Platform Design Checked By:
Envelope Member Section Stresses (Continued)
- - Member Sec Axialfksi] Ic v Shea... Ic z Shea... Ic v-To [ksi Icq -Bot ksi] Ic z-Top[k...Ic z-Botlk... Ic m12irI _5___ 1 0~ ~ 01 0<< i1 0 i 0 1 61 M7 I 'max 0 1 .722 2 0 1 0 1 0 1 0 1 0 111 69 5 max 0 1 -. 183 1 0 1 0 1 0 1 0 1 0 1 70 m~in'0" 2 -.722'2<_O 1 < 0 1 0"O i 1 0 14 0 1 71 M8 1 max-.198 1 -.004 1 0 1 0 1 0 1 0 1 0 1 72 minl-.588 ~2 0 -10082 > <0 J1 0 1! 0 11 0 1 79 .. 5 max-.285 1 .185 2 0 1 0 1 0 1 0 1 0 1 8 M9 1max-.1981 -. 002 1 0 1 0 1 0 1 0 1 0 1 82 Ii-.872 .05-2< O.2- 0 1- 0 1~ 0 1 0 89 5 max-_285 1 .193 2 0 2 0 1 0 1 0 1 0 90 min -.808 12 .066 _1 0 1 0 1 0 1 0.
91 .. M10
. .. 1 max-.198 1
____min -.588* 21
.008
.004! 11i2 0 0 1 2* 0 0 1 0
0 1 0 0 ýI 1 0 0
1 99 5 max-.286 1 -.062 1 0 1 0 0 1 0 1 0 1 101 M1 1 max -. 198 1 .011 2 0 2 0 1 0 1 0 1 0 1 102 i -. 588 2T.00 < 5 13/4 0 1 0 .... 1I 0 1 0 !1 109l 5 max-.285 1 -.066 1 0 2 0 1 0 1 0 1 0 1
<110 mir -.808 <2. -.193<72 0~ 1 0A 1' 0 i 1OVi0~ 1 0 1 1111 M12 1 max-.052 1 0 1 -.014 1 -.047 1 .142 2 .278 2 -. 109 1 11i2 min -.159 2 0 1~
1 -014 17 -.142 2 .0~47 1i .0~92 1 -331 t2 119 5 max -.052 1 0 1 .014 1 -.047 1 .142 2 .278 2 -. 109 1 m-.159 2< 0< 1 .14 17 -.142 72< .047 11< .331<2 121 M13 1 max -.051 1 -.014 1 0 1 .139 2 -.045 1 .272 2 -. 105 1 129 5 max-.051 1 .014 1 0 1 .139 2 -.045 1 .272 2 -. 105 1 130 nIn -. 155.2 .014 7 1 0 1 .05 1 -.139 2 .08....... -.324 2 131 M14 1 max -.01 1 0 1 -.013 2 -.009 1 .039 2 .075 2 -.023 1
ý132< ~ ~ i ~4 2 01 --.0<13 1< -.039< 12~ .009 11 .018 1-042 139 5 max -.01 1 0 1 .013 2 -.009 1 .039 2 .075 2 -.023 1 140< '~in m___ -.010 17 .0~~013 .039~ 2 .009 1 .01 1-.94 2<
141 M15 1 max-.007 1 -.013 1 0 1 .033 2 -.006 1 .064 2 -.016 1 142 __ __ jTi'n-. 03 2<~i-. 13 1 .006 <-.3 .0 3 -. 0 149 ... ___ 5 max_-.007 1 .013 1 0 1 .033 2 -.006 1 .064 2 -.016 1 151 M16 1 -max -. 138 1 -.01 1 0 1 0 1 0 1 0 1 1
~152 mL~in -.429 1 -.01 12 0 t1 0 1 0 1I 0 1 0 11 159 5 max-.148 1 .01 11 0 1 0 0 1 0 1 0 1 166 -- min, -.439 2 .1 121 0 t0 1 0 1< 0 -1 161 M17 1 max -. 138 1 0 1 -.01 2 0 1 0 1 0 1 0 1 169 5 max-.148 1 0 1 .01 2 0 1 0 1 0 1 0 1 171 M18 1 max-.138 1 0 1 -.01 2 0 0 1 0 1 0 1 17/2- - -min - 212 9in 2-.01. 0.. 1 0" :* ... 0* 0 1 0.
179 5 max-.148 1 0 1 .01 2 1 0 1 0 1 0 1 0_ mrinii-.4392 0 7 .0f1 ~ 0 iW~~~7 1 0 170 1 181 M19 1 max .028 2 0 1 0 1 0 1 0 1 0 1 0 182< mhin .281 2 0 .2 <~ 0~ <1< 0 1 0 1 0 I-189 5 max .011 1 0 1 0 2 0 1 0 1 0 1 0 1 191 M20 1 max 0 1 -.012 1 0 1 0 1 0 111 0 1 0 1 199 q max 0 1 .012 1 0 1 0 0 1 0 1 0 I 200 . . ..... 1n 0 27 .012 2.. '1. 0 1 -0i... 0 1 0 1 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3D]alculation S07-FI~e 19 Revision 0 Attachment 2 Page 323 of 325
Company Precision Surveillance Corporation Aug 6,2007 Designer Brian Giometti 1.:5 PM Job Number: CR-N1002-102 Crystal River Work Platform Design Checked By:
Envelope Member Section Stresses (Continued)
- m I A VI B! I
- LFI @* I
- PI I
- LTI I Member Sec _xial KSilI vCShea... IC z Snea... IC y-Iop[KSil IC y-UOtfKSi IC z-IOp[K... IC Z-UOtfK... IC 201 M21 1 max .029 2 0 2 0 2 .007 2 -.002 1 -.003 1 .016 2
' min~ '4i~r0:9< 1 0 0 1 .002 11 -.0~07~~ 2 -. 013 2 .004I 1 209 5 max .011 2 0 1 0 12 0 1 0 2 0 1 0 2 2l0-16n .m~'011 11 27 '1 0 0 1~06--2-r 1 211 M22 1 max 0 2 0 1 -.011 2 0 2 0 1 0 1 0 2 21i 5 mnax 0 2 0 1 .011 2 0 1 0 2 0 2 0 1 220 ... i...
n0 0011-1 1> 11 0 1 0 2 0 2 0 1 221 M23 1 max 0 2 0 1 -.011 2 0 1 0 1 0 1 0 1 229 5 miax 0 2 0 1 .011 2 0 1 0 1 0 1 02 231 M24 1nax .028 2 0 1 0 2 0 1 0 1 0 1 0 1 239 5 max .011 1 0 2 0 2 2 0 1 0 1 0 0 1 241 M25 1max.029 2 0 1 0 1 0 1 0 1 0 1 0 1 249 5 max .011 1 0 1 0 1 0 2 0 1 0 2 0 2 251 M26 1 max 0 1 -.011 2 0 1 0 1 0 2 0 1 0 259 51max 0 1 .011 2 0 1
ý20min .01 1-0 0 2 0~~ 12 0 2 0< 12 1 1 261 M27 1 max 0 1 -.015 1 0 1 0 2 0 1 0 1 0 2 269 5 max 0 1 .015 1 0 1 0 271 M28 1 max .037 2 0 1 0 1 0 1 0 1 0 1 0 1 279 5 max .0131 0 2 0 1 0 1 0 1 0 1 0 1 281 M29 1 max 0 2 0 1 -. 01452 0 2 0 1 0 1 0 2 289 5 ma1 0 2 0 1 .0142 0 0 0 1 0 2 291 M30 1 max 0 2 -.015 1 0 1 0 2 0 1 0 2 292 4 '%; ml.... - 1 0 1 *' ..... 0*...***
299 5 max 0 2 .015 1 0 1 0 1 0 2 0 1 0 2 301 M31 1 max- 0 1 -. 0141 0 1 0 2 0 1 0 2 0 1 1........1....
3282 <<~
41 Th mintH 0*
m30~
0o :2!/.014 1 *A1K0 I.1;?0*<
- 2< I .. 01 309 5 max, 0 1 .014 1 0 1 0 2 0 1 0 2 0 1 311 M32 1 m'i3 max iQ1 .037 2 0 11 .0140 11 0 0 1~<
1 0 0 21 00 2 1 ~0 0 1 319 1 ma 0131 0 1 0 2 0 1 0 1 0 1 0 1 321 M33 1 max 0 2 -014 2 01 12 0 2 0 1 0 1 0 2 329 5 max 0 2 .014 2 0 2 0 1 0 1 0 21 331 M34 1 max 0 1 -.015 1 0 1 01 2 0 1 0 2_
332 un 0 101-.015I1,10 '1 21 0 1. 0 2 02 12 339 5 max 0 12 .015 11 0 1 0 1 0 2 0 1 0 341 M35 1 max 0 2 .015 1 0 1 0 2 0- 1 0 2 0 1 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3D11a0cu7atien so7-11 e 20 Revision 0 Attachment 2 Page 324 of 325
Company Precision Surveillance Corporation Aug 6, 2007 Designer Brian Giomnetti 1:50 PM Bv:
Checked Job Number: CR-NI002-102 Crystal River~Nnrk PIMfnrm D~inn Checked Bv:
Nork Platfor Desian Envelope Member Section Stresses (Continued)
RA k 0 A-.'-I 06 1 06 1 'r 11 0 6t, ; I Y 11 1 - 0-f 11 11 eIlU UI e-e.
. ___ " I0 lAC I, 1 ild... I. 0 .110e ... I, y- uP IS01 . yt-Iu '.01 It.0 .- ! I t.C.... -LuLP... It, 3!q2 -- - . -i 1_ .01 i"0~ 1~
1Kt 0' 1'O~ 0~ '7 22~1 0 1~ 0 2 349 5 max 0 2 -.015 1 0 1 0 2 0 1 0 2 0 1 350 - min! 0**-. 0-15 1 O_ 0 0 00 1 0 20[
351 M36 1 max 0 1 .014 2 0 1 0 1 0 2 0 1 0 2 352 1rmin 0' 2 .0~14 1 '7~ 0. 2 '" O.. > O.
359 _ _ Smax 0 1 -. 014 2 0 1 0 1 0 2 0 0 12 360 _m!in 0 _'J2 -.014 0
.............. 100 01 1 0 2 0. 1' 361 M37 1 max-.136 1 -.003 2 0 1 .01 1 03 2 .02 1 .069 2 362 m
'in -.428 2 1 .0"08'1 0 12a . -.0 1 .5" 2 -.024 1 369 5 max -. 147 1 .018 2 0 1 .094 2 -.048 1 .182 2 -.112 1 30 _min -.43 2_01 11 70 ' 2 048' 1 ~-.9 12 04 1 -.21 2 Envelope AISC ASD Steel Code Checks Member Shape Code C... Loc[ftl Ic Shear C.. Locrftl Dir Ic Fa fksil Ft [ksil Fb y-y F...Fb z-z [... Gb Cmy Cmz ASD Ean 1 M1 W10X22 038 5 2.5.049 7.563 2 13.029 21.6 27 18.504 1 .6 .85 H1-2
. . .. *.... .03,i I1..... 2 Q49 Y. 12 113.02.. 2.6.... 2,7 1 3 M3 W8X24 .045 3.828 2 .032 7.5 y 2 17.809 21.6 27 21.6 1 .6. - H2-1 A. M~4~ .W8X24L .04~ 3.2 2 IQ02 . y 2. 17.89 +/-21.6 _27~ 21. 1 1. 1t 2-5 M5 W8X28 .071 3.75 2 .050 0 y 2 17.855 21.6 27 21.6 1 .6 1 H2-1 6 ---M6 "W8)28 .103 3.75T21 .061' 0 _y 2 [17.855 21.6 27 21.6 1 .6 11 H21 -3 7 M7 W8X28 .071 3.75 Z 83i1v72z 2 W6X2,*
.050 Q!3 7.5 22.
2 17,855
,172 21.6 17855 *2i.6 1 27 21.6 1 .6 1 H2-1
- _127 23.76- 1 ".6 . 2_-I1 9 M9 W6X16 .042 3.172 2 .013 3.172 2 18.91 21.6 27 23.76 1 .6 .6 H2-1 11 M1 W6X16 .042 3.172 2 .013 3.172 y 2 18.91 21.6 27 23.76 1 .6 .6 H2-1 12"M12 L4X4X. _! 7 .001" 0 .21.6 _ 11 j .: ýO*" -Code7 H...
13 M13 L4X4X6.._ .007 0 2 .001 3.477 y - 2 18.088 21.6 -Code... H2-1 15 Mi415 M5LXX_.L2X2X4.. .002 02 0 2 .001 13.477 3.477 vz 22. 12.112 -Code ...
21.6 ICode... H__
H2-1
- 16. 1M6 7LXX6 .020 14.04 2 .001 1 0 -y. 2.117.273__21. Co~de.. 'K 4 H2-f.1 17 M17 L4X4X6_. .020 4.047 2 .001 4.047 z 2 17.273 21.6 -Code... H2-1 18 M1 ~L4X4X6.... 02 Q4.04 21 Q01114.047 z 2117.273 21.6 Code... H2-1_
19 M19 L2X2X4_... .002 ,O0 2 .000 1.5831 z 2 13332 21.6 Code H1_1
...20.. M 20 '.........QO. 1Q0 21.. 001 1. y 1. 13.332
.. 21.6 -Code.. H -1 21 M21 L2X2X4 ... .002 0 2 .000 1583 Z 2_13.332 21.6 -Code... H1-1
- 22. M22 P.00 0 2 .001 2,821 Z 21.60 21.6 code. ___
23 M23 L2X2X4_... .000 0 2 .001 2.821 z 2 14.606 21.6 -Code... H1-1 24 M2 2 .002 0 2 0001 583 y 2 1i*.332 22.6* Code....,H....
1.25 M25 L2X2X4 .... 002 0 2 .0001583 z 2 13.332 21.6 -Code... HI-1 2_....... L 2X2X4 ------------------........ .' . . 0 .6
.21 ...
.Code<
... ' 2-I 27 M27 L2X2X4_... .000 0 2 .001 0 1 10.436 21.6 -Code... H2-1 28.M28 L 003 03 Q
_........... 2 .000 1.698 y 2' .73 21 Code.*..
29 M29 L2X2X4... .000 0 2 .001 3.625 z 2 11.502 21.6 -Code... H1-1 30 *M30i t~L2X .00 0' 2 .001" 0L v 20462. Code...-------_H _
31 M31 L2X2X4 .... 000 0 2 .001 0 2 11.502 21.6 -Code... H2-1
_M32 L2X2X4 9 , .003 0 2 .000 11.698 zi 2 h2.973 21 .6 Code.... 1..
334. M33 L2X2X4... .000 0 2 .001 3.625 y 2 11.502 21.6 -Code... Hi-1 35 M35 L2X2X4.... 000 0 2 .001 0 y 1 10.436 21.6 -Code... H1-1 37 M37 L4X4X6_....020 4.047 2 .001 4.047 y 2 17.273 21.6 I-Code... H2-1 RISA-3D Version 5.5 [M:\...\...\Engineering\Final Design\CR-N1002-102 PLT Design.R3DOalculation S07-1Uiqe 21 Revision 0 Attachment 2 Page 325 of 325
DOCUMENT NUMBER: CR-N1002-104 REVISION: 1 PAGE: i
____!_ý DOCUMENT TITLE: JIB ARM ASSEMBLY DESIGN PROJECT TITLE: TH YEAR TENDON SURVEILLANCE AT CRYSTAL RIVER DATE: 10/04/07 r,.*
3 0 DOCUMENT COVER SHEET Document No: CR-1002-104
Title:
JIB ARM ASSEMBLY DESIGN 1 Updated Information B.A. GIOMETTI 10/04/07 C.E. COX 10/04/07 0 Original Issue B.A. GIOMETTI 9/11/07 C.E. COX 9/11/07 No. Description Prepared By Date Reviewed By Date PSC SIGN OFF REVISIONS Calculation S07-0033 Revision 0 Attacnment 3 Page 1 of 11
DOCUMENT NUMBER: CR-N1002-104 REVISION: 1 PAGE: 1 DOCUMENT TITLE: JIB ARM ASSEMBLY DESIGN PROJECT TITLE: 30TH YEAR TENDON SURVEILLANCE AT CRYSTAL RIVER DATE: 10/04/07 Ene rgluy 1.0 PURPOSE 1.1 During a walk down of the tendons selected for the 8th Period (30th Year) Tendon Surveillance at Crystal River Unit 3, it was observed that Tendon End 62H30/BT6 was located inside of an adjacent building. This tendon is scheduled to have liftoff testing performed, and because it is located inside, the hydraulic stressing ram must to be supported in a method that does not involve using the standard Upper Support Frames provided by PSC, located on the exterior of the containment building.
1.2 In order to support the hydraulic stressing ram PSC will provide and install a custom jib arm assembly. The purpose of this calculation is to evaluate the jib arm assembly's ability to support the required load of the stressing ram. The evaluation is done using a combination of hand calculations and computerized output from RISA 3D version 5.5. RISA-3D calculates both the force and stress in each individual member with respect to the member size designation. The entire evaluation has been performed in accordance with AISC 9 th Ed. ASD 2.0 EQUIPMENT ARRANGEMENT 2.1 The jib arm assembly will be installed onto the bearing plates of the two tendons above tendon 62H30 (i.e.
62H31 & 62H32). The bottom attachment point of the jib arm, which supports the monorail, will be bolted to the top two holes of the bearing plate for tendon 62H31. The top attachment, which supports the tensile brace, will be bolted the bottom two holes of the bearing plate for tendon 62H32. This arrangement will allow the jib arm to be installed, and utilized without interfering with either tendon or its grease can.
2.2 The Jib Arm Assembly has a safe working load (5:1 factor of safety) capacity of 2 Ton (4,000 Ib). Figure 1 below identifies the major components of the jib arm. Figure 2 below identifies the pertinent dimensions used in the evaluation of the jib arm assembly.
2.3 The hydraulic stressing ram will be raised and lowered using a 2 Ton chain fall. The stressing ram weighs approximately 3,000 Ib, which is well within the safe working capacity of the assembly.
FIGURE 1 (23,)
1.-7 A325 Bolts o
,Beardng PL - Typ.
1'/`-7,A325'Bolt W62~p
(;
-(8)A3"-25 0olBlt Calculation S07-0033 Revision 0 Attachment 3 Page 2 of 11
DOCUMENT NUMBER: CR-N1002-104 REVISION: 1 PAGE: 2 DOCUMENT TITLE: JIB ARM ASSEMBLY DESIGN PROJECT TITLE: 3 0 TH YEAR TENDON SURVEILLANCE AT CRYSTAL RIVER DATE: 10/04/07 .. i FIGURE 2 6'-21/,'
,A
- 1 X-91 16" X-01/2-1 1-113/4
-U.-
5' 3.0 CALCULATIONS 3.1 Computer Calculation 3.1.1 The computer model has been simplified into two (2) members: the monorail and the tension brace. A total of 10 load combinations were analyzed. The load combinations fall into two groups, working load (4kip) and 5:1 ultimate load (20kip). Each group of load combinations was evaluated at 5 locations, namely every foot starting at the end of the monorail. An allowable stress increase of 1/3 has been applied to compensate for the ultimate loading conditions (LC6 - LC10).
3.1.2 The provided solution consists of the envelop of all the applied load combinations, and presents the data from the worst-case loading scenario. All of the members' stresses, code checks and boundary condition reactions are acceptable. The results of the evaluation are included in Attachment 1 of this document, and the pertinent information from the results that is used in the following hand calculations is summarized below in Table 1.
TABLE I Member Max. Member Forces Label Section I Shape Axial Shear Moment Max Code Check M2 Tension 70.282K OK OK 0.475K 1-1/2" All-Thread M3 Horizontal / $8X18.4 6 4 .1 7 3 K 2 0 .0 2 3 K 2 5 .0 14 K 0.977K Joint Joint Coordinates Max. Joint Reactions Max. Dis lacement Label X-Dir Y-Dir X-Dir Y-Dir Z-Dir X-Dir Y-Dir N1 0 ft. 0 ft. 6 4 .1 7 3 K 1 4 .3 1 2 K OK 0 0 N2 0 ft. 1.5625 ft. -64.173 K 28.66K OK 0 0 N3 5.0 ft. 0 ft. OK OK OK -0.31 in. -0.344 in.
Calculation S07-0033 Revision 0 Attachment 3 Page 3 of 11
DOCUMENT NUMBER: CR-N1002-104 REVISION: 1 PAGE: 3 DOCUMENT TITLE: JIB ARM ASSEMBLY DESIGN PROJECT TITLE: 30T"YEAR TENDON SURVEILLANCE AT CRYSTAL RIVER DATE: 10/04/07 Prlgress Enlergy 3.2 Hand Calculation 3.2.1 The following hand calculations are included to demonstrate the ability of the connections to withstand the calculated loads from RISA. These calculations are necessary because of the simplified nature of the computer model.
3.2.2 Because of considering the 5:1 ultimate strength condition in the envelope solution, all of the maximum loads taken from the computer model correspond to that condition. Where appropriate, the 5:1 loads are compared with the yield strength of the member in question (instead of 0.6Fy). This remains a conservative approach because the member will not be allowed to yield, even under the maximum loading.
3.2.3 Tension to Horizontal Connection 3.2.3.1 Check (6)- %" A325 Bolts in single shear:
Max Load, Pm,,x = 70. 2 8 2 K @ 15o Pmax,x = 0 .2 8 2 K "COS(15) = 67.887K 7
Pmax,Y = 7 0 .2 8 2 K "sin(15) = 18.190K Capacity of (6) %"A325 Bolts (Per AISC ASD 9t Ed., Section 4-3, Table I-A & I-D)
Allowable Shear, Fv = 18 .6K per bolt = 6. 18.6K = 111.6K > 6 7 .8 8 7 K .-.Acceptable Allowable Tension, Ft = 19.4K per bolt = 6. 19.4 K= 116.4K > 1 8 . 1 9 0 K .-.Acceptable 3.2.3.2 Check 014 Pin in double shear:
Max Shear on each plane, Fvp = 2 =
2 Area of Shear Plane, AV =2 T(l.25) 2 = 1.227in 4 4 Stress on ShearPlane, fv = Fvp = 3 5 . 1 4 1K = 28.64ksi < 36ksl for A36 .-.Acceptable 2
AV 1.227in 3.2.3.3 Check Plates in shear at Tension-Horizontal Connection:
3.2.3.3.1 Three Plate connection (Bottom):
Shear perplate, Fv =- 3 = 23.427 2
ShearArea for 3/8" Plate (Outside), Av = 2. [0.375in. 2.1875in] = 1.64in Stress on 3/8"Plate, IV = Fv 2 3 .4 2 7 K -= 14.28ksi < 36ksi for A36 .-.Acceptable 2
Av 1.64in 2
ShearArea for 3/4"Plate (Inside), Av = 2. [0.75in .1.25in] = 1.875in Stress on 3/8" Plate, fv = = 23"427K2 12.49ksl < 36ksi for A36 .-.Acceptable Av 1.875in 3.2.3.3.2 Double Plate connection (Top):
Shearper plate = 35. 1 4 1K (from 3.2.3.2) 2 ShearArea for 1/2" Plate, Av = 2. [0.5in. 2.125in] = 2.125in Stress on 112" Plate, fv = Fv 35"14 1K2 = 16.54ksi < 36ksi for A36 .-.Acceptable Av 2.125in Calculation S07-0033 Revision 0 Attachment 3 Page 4 of 11
DOCUMENT NUMBER: CR-N1002-104 REVISION: 1 PAGE: 4 DOCUMENT TITLE: JIB ARM ASSEMBLY DESIGN PROJECT TITLE: 30TH YEAR TENDON SURVEILLANCE AT CRYSTAL RIVER DATE: 10/04/07 ' rS A 3.2.4 Tension Member Max Load, Pax= 7 0 .2 8 2 K, Axial Allowable Tensile Stress, Ft = 0.33F, (Per AISC ASD 9 th Ed., Section 4-3, Table I-A)
Minimum Tensile Strength, Fu = 125,000psi (McMaster-Carr Part No. 98957A645)
Tensile Area, At - ' - (15)2 = 1.77in2 4 4 Allowable Tensile Force, T = 0.33Fu
- At = 0.33 .125 .1.77 = 73.0 K* 022
.'Acceptable 3.2.5 Tension to Bearing Plate Connection 3.2.5.1 Check 01% Pin in double shear:
See 3.2.3.2 .-.Acceptable 3.2.5.2 Check Plates in Shear and Tension-Bearing Plate Connection:
All Plates t = 1/2", with 2.125" Edge Distance, see 3.2.3.3.2 .-.Acceptable A 3.2.5.3 Check 01% - 7 A325 Bolt in double shear:
Max Load, P/max = 70. 2 8 2K@ 15o Pmax,x = 70.282K cos(1 5) = 67.887K Pnax,Y = 7 0 .2 8 2 K "sin(15) =
18.190K Capacity of 011 - 7 A325 Bolt (Per AISC ASD 9h Ed., Section 4-3, Table I-D)
Allowable Shear,Fv = 7 3 . 6 K> 6 7 .8 8 7 K .-.Acceptable 3.2.5.4 Check (4)-%3/4" A325 Bolts in single shear:
Pmax.,x = 64.1 7 3 K from Joint N2 Reaction Pmax,Y = 2 8 .6 6 K from Joint N2 Reaction Capacity of (4) 3/4" A325 Bolts (Per AISC ASD 9th Ed., Section 4-3, Table I-A & I-D)
Allowable Shear,Fv = 18 .6 K per bolt = 4 . 18 .6 K = 7 4 .4K > 2 8 .6 6 K .-.Acceptable Allowable Tension, Ft = 19 .4 Kper bolt = 4 .19 .4 K= 7 7 . 6 K> 6 4 .1 7 3 K .-.Acceptable 3.2.5.5 Check 3/4" Plates to transfer force to WT6X20:
2 Plates, tension perplate, Tp=- K = 35.141K 2
3 2 Each plate has area, AT = in. 71,2 in = 5.625in Stress on Plate, fT = FT = 35141K 6.25ksi < 36ksi for A36 .-.Acceptable AT 5.625in 2 Calculation S07-0033 Revision 0 Attachment 3 Page 5 of 11
DOCUMENT NUMBER: CR-N1002-104AD REVISION: 1 PAGE:.TJ 5 DOCUMENT TITLE: JIB ARM ASSEMBLY DESIGN PROJECT TITLE: 3 0 TH YEAR TENDON SURVEILLANCE AT CRYSTAL RIVER DATE: 10/04/07
_________ j Ehergy 3.2.5.6 Check 2 011 - 7 A325 Bolt in double shear at bearing plate:
Prax,x = 6 4 .1 7 3 K from Joint N2 Reaction Pax.,Y = 28 .6 6 K from Joint N2 Reaction Capacity of (2) 01% A325 Bolts (Per AISC ASD 9t Ed., Section 4-3, Table I-A & I-D)
Allowable Shear,Fv = 2 5 .8K per bolt = 2 25.8K = 51.6K > 2 8 .6 6 K .-.Acceptable Allowable Tension, Ft = 54.0K per bolt = 2
- 54.0 = 108.0K > 6 4 .1 7 3 K .-.Acceptable 3.2.6 Horizontal to Bearing Plate Connection 3.2.6.1 Check (4)- 3/4" A325 Bolts in double shear:
Pmax,x = 6 4 .1 7 3 K from Joint N1 Reaction Pmax,y = 14 .3 1 2 K from Joint NI Reaction See 3.2.5.4 .-.Acceptable 3.2.6.2 Check 01% Pin in double shear:
Max Applied force for Joint N2 is worst case, See 3.2.3.2 .-.Acceptable 3.2.6.3 Check Plates in Shear and Tension-Bearing Plate Connection:
Max Applied force for Joint N2 is worst case, See 3.2.5.2 .-.Acceptable 3.2.6.4 Check 01%- 7 A325 Bolt in double shear:
Max Applied force for Joint N2 is worst case, See 3.2.5.3 .-.Acceptable 3.2.6.5 Check (4)- %" A325 Bolts in single shear:
Max Applied force for Joint N2 is worst case, See 3.2.5.4 .-.Acceptable 3.2.6.6 Check 3/4" Plates to transfer force to WT6X20:
Max Applied force for Joint N2 is worst case, See 3.2.5.5 .-.Acceptable 3.2.6.7 Check 2 01%/- 7 A325 Bolt in double shear at bearing plate:
Max Applied force for Joint N2 is worst case, See 3.2.5.6 .-.Acceptable
4.0 CONCLUSION
4.1 From the above calculations, it is concluded that the Bearing Plate Jib Arm Assembly is acceptable for use during the 8kh Period (3 0th Year) Tendon Surveillance at Crystal River Unit 3.
Calculation S07-0033 Revision 0 Attachment 3 Page 6 of 11
Z X Precision Surveillance Corp CR Jib Arm Assembly Brian Giometti Sept 11, 2007 at 10:43 AM CR-N 1002-104 ram h OanOa1009f3.r 33 Revision 0 Attachment 3 Page 7 of 11
Company Precision Surveillance Corp Sept 5, 2007 Designer Brian Giometti 1:46 PM Job Number CR-N1002-104 CR Jib Arm Assembly Checked By: CEC Global Display Sections for Member Calcs 5
'Mlax lntemar51Sections for Member CaIcs :9 Include Shear Deformation Yes Area Load Mesh (in^2) _ 144 P-Delta Analysis Tolerance 0.50%
Hot Rolled Steel Code AISC: ASD 9th C old Forme~dSteel Code AI ,-9~SD)
Wood Code NDS 91/97: ASD WoodTemperature ___________
Concrete Code ACI 2002 Number of Shear Regions 4
.RegionSpacin *Increment n) !4 Biaxial Column Method PCA Load Contour Prre* Beta Factor ( A*C .651 Concrete Stress Block Rectanqular Use Cracked Sections Yes BPad Framing Wamnings No
,Unused F*rce .ami...
.. s Yes Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (1 E5 F) Density[k/ftA3l Yield[ksil 1 HRSTL 29000 11154 .3 .65 .49 36 3 ASTMA193-B7 29000 11154 .3 .65 .49 105 Hot Rolled Steel Section Sets Label Shape Desijn List Tvye Material Design Rules A [in2] lyy [in4l Izz [in4l J [in4]
1 tTENSION 1 1/2 Round Defaul Beam ASTMAR193-... Default 1 1.767 .249 1 .249 .497 2 ORIZONTýL 3Bj._Wd~q~ Bem H eDf~ .1 33 5.
Member PrimaryData Label I Joint J Joint K Joint Rotate(deg) Section/Shape Design List Type Material Design Rules 1 M2 N2 N4 TENSION Round Default Beam ASTMA19... Default Member Advanced Data Label I Release J Release I Offsetlinl J Offsetlinl T/C Only Physical TOM Inactive F1 I M2 II Be nPIN I1Euler Bucklingl Yes I I N13Ye 2.-2 Yes Joint Coordinatesand Temperatures 1 Label N1 X [ff1 X0f]Y0ft Y [ff1 Z 0[ft1 Temp 0en[fl F Detach From Diap...
3 N3 5 0 0 0 4 N43**0<>.
RISA-3D Version 5.5 [M:\...\...\Engineering\Temp Design\ram hanger 100903.r3d] Calculation SO7-0Il~ge 1 Revision 0 Attachment 3 Page 8 of 11
Company Precision Surveillance Corp Sept 5, 2007 Designer Brian Giometti 1:46 PM Job Number: CR-N1002-104 CR Jib Arm Assembly Checked By: CEC Joint Boundary Conditions Joint Label X [k/inl Y [Winl Z fk/in] X Rot.fk-ft/radl Y Rot.[k-ft/radl Z Rot.[k-ft/radl Footing 1 N2 Reaction Reaction Reaction I 12 I N1 I Reaction IReaction Reaction IReaction 3 N3 /Reaction 4 *44 Member PointLoads (BLC 1: 1 foot)
Member Label Direction Magnitudefk.k-ft] Location[ft,%1 1 M3 Y -4 1 Member PointLoads (BLC 2: 2 foot)
Member Label Direction Magnitudefk.k-ffi Locationfft.%l I M3 Y -4 2 Member PointLoads (BLC 3 : 3 foot)
Member Label Direction Magnitudefk.k-ft] Location[ft,%]
1 M3 Y -4 3 Member PointLoads (BLC 4 : 4 foot)
Member Label Direction Magnitude[k.k-ft] Locationfft,%]
1 M3 Y -4 4 Member PointLoads (BLC 5: 5 foot)
Member Label Direction MagnitudeNkAk-ft] Locationfft,%]
1 M3 Y -4 5 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Me... Surface 1 1 foot None- 1
.29 2footm 2 None ___ ___ ___ l___
3 3 foot None I 4 4foot~ None_________________
5 5 foot None _1 6L Self Weig, t _____ ____ ___ ___ ___
Load Combinations Description So... S... BLC Fac..BLC Fac..RLC Fac.. BLC Fac...BLC Fac...BLC Fac..BLC Fac..BLC Fac...
1 lft4kil Yes 1 1 6 1 1 -
33 ft-4-kip Yes 3 1 6 1
- 4* Aftki4 kipi Yes, 1 6 1....
5 5 ft 4 kip Yes 5 1 6 1 6 1 5.1 - 1f-4_kip__ e 17TI5 6 1_1' 1 7 5:1 - 2 ft- 4 kip Yes 2 5 6 1 9 5:1 - 4 ft- 4 kip Yes 4 5 6 1 RISA-3D Version 5.5 [M:\...\...\Engineering\Temp Design\ram hanger 100903.r3d] Calculation S07-00dge 2 Revision 0 Attachment 3 Page 9 of 11
Company Precision Surveillance Corp Sept 5, 2007 Designer Brian Giometti 1:46 PM Job Number CR-N1002-104 CR Jib Arm Assembly Checked By: CEC Load CombinationDesign DescriDtion ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 1 ft 4 kip I -A Yes Yes Yes Yes Yes ft 4 kip____
_2_3_ _2__t_______3 Yes Yes Yes Yes Yes 3__ __3_I_4k_ Yes Yes Yes Yes Ye 4 4 ft 4 kip , ,Yes Yes Y Yes - Yes 5 - _ 5ft 4 kio ____ _ Yes Yes Yes Yes--._Ye 6 ,5:1 - 1 ft- 4 kip 1.33 Yes Yes Yes Yes Yes 9 5:1 - 48i ft ft-5-*4:
4: kip k - 1.33 3, / Yes Yes
............................ ...... Yes Yes Yes 9 51 4ft 4kilj3 Ys es Yes Ye Yeses 110 ili:1-ft-4~kip <1.33 Ye Yes__ Yes__ Ye~ YŽ~L 9xii Envelope Joint Displacements Joint X [inl Ic Y rinl , Ic Z rin] Ic X Rotation ... Ic Y Rotation ... Ic Z Rotation .. Ic 1 Ni max 0 1 0 10 ,0 1 1 0 11 0 1 -7.488e-4 1 3 N2 max 0 10 0 1 0 10 1 0 1 -5.786e-4 1 5 N3 max -.004 5 -.015 1 0 1 0 1 0 1 -4.125e-5 1 6 -min -_ .031.....-8 .344 10 0 1 0:: 1 0 1 1-7...3e-3 11 7 N4 max -.004 1 -.015 1 0 1 0 1 0 1 -4.036e-5 1
__________ ... Z*i~~Min
_.. > 0 1 18 +/- -5.193e31* .. 10 Envelope Joint Reactions Joint X [k] Ic Y [k] Ic Z [k] Ic MX [k-fl Ic MY [k-ft] Ic MZ [k-fR] Ic 1 N2 Tmax] -2.733 1 28.66 10 0 1 0 1 0 1 0 1 2m _ _ m1 i n 6 4 .1_73_ 0i.1 1 ,232' *__ 41 0 i*L 1 0 1 1I 3 N1 max 64.173 10 14.312 6 0 1 0 1 0 1 0 1 4min *2.733 1!- -8.545 10 i0-* 0* 1 0 1-1 5 N3 max 0 1 0 1 0 1 0 1 0 1 0 1 1
-6 mi<1 0 1 1 0 0L~ ~1 0QT 1 LD..1 0 7 Totals: max 0 7 20.115 10 0 1 Envelope Member Section Forces Member Sec Axialrkl y Shearrk] Ic z Shearfkl Ic Torauefk-ft] Ic v-y Momen... Ic z-z Momen... Ic I M2 1 max -2.998 1 .011 9 0 1 0 1 0 1 0 1
-2 iniri 1-70.282 110 _011 _45 0 1f >0~ 1 0 1L 0i...... 1 3 2 max -2.995 1 .005 9 0 1 0 1 0 1 -.008 5 4 min ~-70.28 .110 .005 5 0 0 .0 5 3 max -2.993 1 0 1 0 1 0 1 0 1 -.01 5 7 4 max -2.991 1 -.005 9 0 1 0 1 0 1 -.008 5
- 8. M. -70.275~ 10 -.005> 5 Q> 1f 0 ~ 1 ~0& 1 -.00om 9 5 max -2.988 1 -.011 9 0 1 0 1 0 1 0 1 1*U imin -70.273 10 -i*** 5 1 0 1 0" 11 M3 1 max 64.173 10 14.312 6 0 1 0 1 0 1 -.911 1 12 miin 2 7l33 1 8.5*5 0 1 0 -1 13 2 max 64.173 10 8.575 7 0 1 0 1 0 1 -2.2 5 15 3 max 64.173 10 2.837 8 0 1 0 1 0 1 .029 10
-16 mi. 2 .733 1 1 -11. 4 8 7 0 I 0 i 1 1 .. .......... -220. ....
17 4 max 0 1 20.023 10 0 1 0 1 0 . 1 25.014 10 RISA-3D Version 5.5 [M:\...\...\Engineering\Temp Design\ram hanger 100903.r3d] Calculation S07-0*fge 3 Revision 0 Attachment 3 Page 10 of 11
Company Precision Surveillance Corp Sept 5, 2007 Designer Brian Giometti 1:46 PM Job Number CR-N1002-104 CR Jib Arm Assembly Checked By: CEC Envelope Member Section Forces (Continued)
Member Sec .Axial.kl Ic y ShearfkL Ic z ShearrkLIc Toraue[k-ftl Ic - Momen... Ic z-z Momen... Ic 18 : iqnK 0' 10~ .02 1i 0 1i 0 0 01 1905 max 0 1 20 0' 1 1 1 0 Envelope Member Section Stresses Member Sec Axialrksi] Ic v Shea... Ic z Shea... Ic y-Topfksi] Ic y-Bot[ksi] Ic z-Top[k.. Ic z-Bot[k... Ic 1 M2 I max -1.696 1 .008 9 0 1 0 1 0 1 0 1 0 1 3 2 max-1.695 1 .004 9 0 1 .274 9 -.274 5 0 1 0 1 L4-Min -ý3 7 10 0 274W 151 -24 9 0 1 0 -
5 3 max-1.694 1 0 1 0 1 .365 9 -.365 5 0 1 0 1 6 ~min -39,769 10 1 .365 5J9 ~-.365 19 0 1 C 7 4 max-1.692 1 -.004 9 0 1 .274 9 -.274 5 0 1 0 1 8 < m mi -39).768 107 -. 0451 1 .24 5 -74 9 0 1 0 9 5 max -1.691 1 -.008 9 0 1 0 1 0 1 0 1 0 1 10lo min 1-39 7.. .1. 0 8 0 11 M3 1 max 11.86210 6.601 6 0 1 17.826 10 -.759 1 0 1 0 1 12 mi*,* .505 1 1-. 0. 1 .......
13 2 max 11.862 10 3.955 7 0 1 16.103 7 -1.833 5 0 1 0 1 ilK m ir 1 . 7~~* 1~.0 0LZ 1~
15 3 maxl1.862 10 1.309 8 0 1 16.69 7 .024 10 0 1 0 1 16~ &~ min .505 A~ m1ý 7 p.M 0 -. 024 11 -i16I.69 7 1 0 1 17 4max 0 1 9.236 10 0 1 -.012 8 20.845 10 0 1 0 1 18i mink I 0 1 20.845i 11
-- .0fi12~k 8 I 19 ax 00 69,225 10 0 1 0 1 0 1 0 1 0 1 Envelope AISC ASD Steel Code Checks Member Shape Code C... Loc[ft] Ic Shear C... Loc[ft] Dir Ic Fa [ksi] Ft [ksil Fb "- ... Fb z-z r... Cb Cmy Cmz ASD Ean I1 M2 1 1/2 .475 0 10 .000 0 4 13.202 83.79 1104.738 104.738 1 .6 1 H2-1 rl 32 X18.7>O 1/2~ 21 >4 >1-9 3 RISA-3D Version 5.5 [M:\...\...\Engineering\Temp Design\ram hanger 100903.r3d] Calculation S07-00ge 4 Revision 0 Attachment 3 Page 11 of 11
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1$9?7 FLORIDA POWER CORPORATION POWER ENGINEERING &C-NSTROUTION DEPT.
CRYSTAL RIVER- UNiT 3
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SPECIFICATIONS REAZCTOR BUILDING LINER AID PEN'ETRATIONS AND FERSONNEL ACCESS LOCKS CRYSTAL RPVER - UNIT NO. 3
- LORIDA FK7f'MR CORPORA TION SP-5566 JULY 25, :968 FPC-321-331 and B4.2 AISOVED -C - L. JL IVERT NGIT 3 DATE ISSUED FV- CRYSTAL RIVW**,- U 3 DATE Gilbert Associates, I-c.
525 Lancaster Avenue R.L.G. -
Reading, Pernsylvania w.O. 4203.00 Acidendum A AIddendum B Yfarch 4, 19169 Addendum ;"
O:-tober 2, 96
-- 25-68 Revised 10-2-69 Addendum c - October 2, 1969 This Addendu-m includes charges in Sections 4, 5 and 6 as previously set forth in Addendum A dated August 21, 1968, and Addendum B dazed March 4, 1969, and are noted by ]A ]B in the margin of this Addendum. Additional changes to date are also included and are noted ]C in the margin. Balance of wording is same as original Specification SP-5566 dated July 25, 196P, and is presented in this form for clarity and continuity.
(.0
- 1 S Cr?
I SPECIFICATi ON REACTOR BUILDING LINIR AND PENETRATIONS CRYSTAL RIVER - UNIT NO. 3 FLORIDA POWER CORPORATION SP-5566 JULY 25, 1968 REVISED October 2, 1969 K 4, C'
'7,;' F1PC-321-B4.2 C]
I Gilbert Associates, Inc.
525 Lancaster Avenue Reading, Pennsylvania 19603
'1 H R.L.G. - E.K.A.
w.o0. 42o3;c0 4 0
'-'44
'1 71 "A'
4
- 2;.:
SP-5566 7-25-68 rePROOSAL 1 To: Florida Fower Corporation P. 0. Box 14042 St. Petersburg, Florida 33733 Attention: Mr. C. H. Thompson Purchasing Agent Gentlemen:
The undersigned hereby proposes to furnisb and inst 1i on Florida Power Corporation's Crystal River Plant near Crystal River, Florida,the materials set forth in the attached Specifications No. SP-5566.
Firm Lump Sum Price for furnishing and constructing reactor building liner, penetrations and personnel access locks as specified:
($)
(Price in Words)
Test chan.els over and above those outlined in l:O2.4 of instructions to Bidders shall be furnished at a cost of ( per lintft)
If WORK specified herein is not continuous, additional costs of motilization and demobilization shall be per occurence.
Alternate design, fabrication, and attaching supports complete with wheels for the removable section of the equipment hatch, including provisions for leveling, shall be provided at a cost of The Bidder shall clean all steel surfaces exposed to the interior of the reactor building as specified in SSPC - SP-5-63, '"hite Metal Blast Cleaning" and shop coat with one coat of Carbozinc No. 11 To a dry film thickness of 3.5 Mills for the sum of Unit prices for each of the PevetratieA Types shall be as listed below (Ref. Dwg. E-521-O3h):
I. Hot Penetration - Type I Having expansion bellow and cooling each S
- 2. Mechanical Penetrazion - Type. II Paving expansion bellow without cooling each $
- 3. Mechanical For Cold Penetration - Type III Without bellow and without cooling each $
( *4. Spare Penetration - Type V Sleeve and end covers only each S II-1
SP-5566 7-25-68 Revised 8-21-68 Revised 8-29-68
- i. Spare Penetration - Type V Sleeve and end covers only each $
- 5. Purge PiFing Penetration - T*ype Vi each
- 6. Eqaipment Access Penetration - Type VII each $
The Bidder shall omit priming the exterior surface of the liner plate (Section 4:12.3) for a dedact s'n of $ --. _
Unit prices for itcs as set forth in Addendum A, --a-1:02.15 as follows:
- 1. Additional- crane rail support assemblies each
- 2. Anchor bolts for steam generator rigging crane anchor each $._
- 3. ladder and cage $_
The unit price per pound of plate materiel including All fabri'at4 :',
shop, and field welding, detailing, and erection costs as set forth in item 4:02-3.h:
Price per pound $
Cost o'L Performance and. Pa**ment Blond, per $l,000, if requested: $_
if this Proposal is accepted the undersioned hereby agrees to begin WORK prompt3y and complete the WORK in accor-dan.ce with the time schedule stipulated in the attached Specifications.
Date of Bide. __________ Signed ______________
Title Business Address of Bidder State of incorporation Address of Princimpal Office K.
.11-2 I
3?- 5566 7-25-68 Revised 10-2-69 SECTION IV DETAILED SPECIFECATIONS Item Title Peg e 4:01 Scope of Work TV-I 4:02 Work Included i-i 4:03 Work Not Included 17%-3 4:o4 Codes and Regulations i7-3 4:05 Desig Requirements IV-3 4:06 Materials IV-4 4:07 Welding IV-5 4:08 Test Channels It-8 4:09 Erection Tolerances r#-s 4:io Penetration and Openings iV-9 4:!1 Preliminary Tests 1V-l1 4:12 Painting 1V-12 4:13 Material Damages iV-12 4:14 Penetration List !V-13 4.,15 Inspection 1V-13 4:16 Lightning Protection During Liner Erectiom iV-13 49
SP-7- 5566 5-6 4:0! Scone of Work 4:01.1 The WORK to be zerforied under this Contract sha:l include the design, furnishinz- fabricaticn, delivery, unloading, storage as necessary, erection of the steel liner including penetratior sleeves and instal-lation of rener-ration inserts, suppied by others and all necessary testing of steel liner and penetration installation for the Reactor Building, complete and. as specified herein and/or as shown on Drawings.
4:01.2 The reactor building for the Crystal River Plant, Unit No. 3 of the Florida Power Cornorazion will be a steel lined concrete shell in the form of a vertical rignt cylinder with an ellipsoidal dome and flat base. The concrete ttickness will -e 3'-6" for the cylindrical walls and 3'-0" for zhe dome.
4:01.3 The CONTRACTOR shall be responsible for erecting a leak tigr 'lner.
The degree of leak tigztness shall ensure a containment leak rate of no greater thaz 0.25 z;er cent by weight of contained air in 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> at 55 psig. The CONTRACTOR shall be fully responsible for designing liner reinforcezent adequate to resist all erection loads including those additional erection loads specified herein, but excluding those erection loads resulting from using -he liner as a for for concrete work, The CONT7R.ACTOR shall also be responsible for properly fabricat-ing a liner which will be an element of the compcsite steel and con-crete she-". 71-e struntural design of that portion of the equipment access door extending beyond the reinforced concrete shell shall be the CONTRACTOR'S responsibility.
4 :01.4 In addition, the CO7TFACTOR shall be responsible for the shop or field installation of all Mecna.,._ _ a..w zecCLrai penetration inserts, ircludinn all testing as specified herein, A-y leakI detected, requiring repair, shall be the resnonsibi-li:- of those making the weld 4:02 Work Included The WORK salil ;nclude, but not necessarily be !Lirted to, the following:
- 1. Detailed design of:
- a. Equipment access penetration in collaboration -with the EGINEE based upon the parameters specif'ied hereinafter and/or as show-- on the Drawings, except hnat the CONTRACTOR shall be totally responsible for the structural design of tha-_t portion of the equipment access door extending beyond the reinforced concrete shell.
- b. Liner reinforcement about orenings.
iV-i M - I M ýý ý
I3 S?-5566 7-25-68 Revised 10- 2.61
- c. Reinforcement to resist all erectio. loads except concrete placement. JC
- 2. Preparation of shop details and erection drawings for the liner C and penezrations. o
- 3. Furnishing, fabricating, erecting, and n-ecified testing of the followirg.:
- a. Liner main shell including cylindrizal walls, dme and flat base
- b. One equipment access hatch with a rnŽimum inside diameter of 22 '_-4T"
- c. All sleeves as indicated on attached Penetration List-
- d. Delete. C
- e. Craze girder brackets and anchorage plates-
- f. Liner anchors
- g. Six (6) grounding studs 6" x 4" x 3- 5" steel, welded on one end to the liner and suitable for Caiwelding to CNNER'S cable, spaced around the outside surface a: azimuths and elevation to be s=ecified later; and four grounding studs made from 6" x ]
3-1/2" x 1/4" angle, welded at quadrant locations, with 9/16" _
hole suitable for bolted cable connection, on the inside surface.
- h. All brackets and hanger supports for piping and ventilating 12 systems including fabrication, shop and field weldirg, and J AJ C det-ailing.
- i. Insulation as required for mechanical penetrations. C
- 4. Installation of the cooling coils in the hot penetrazions.
- 5. Designir-,- reinforcement and performing aCl WORK for required temporary access opening.
- 6. Performfng all qualizy control measures and preliminary tests as specified hereinafter.
- 7. Preparation of the surfaces, one coat cf' primer, and one coat of 7]
finish paint on all surfaces exposed tc the interior of the l*t" Reactor Building. I
- 8. Installation of electrical and mechanical inserts, furnished by Others, in penetration sleeves.
IV-2
Sz-5566 7-25-68
- evised 10-2-69 (a
4 :03 Work Not Included The following items associated with the reactor building liner and penetrations are not included under this Conzrazr but will be fur-nished and erected by Others.
- i. Concrete WORK
- 2. Backup bars embedded in the concrete base =at Base mat will be sloped for adequate drainage, 3, Deleted.
- 4. Deleted. JC
- 5. The furnishing of electrical and mechanical penetration inserts including process pipe, attachments to prozess pipe, bellows and heat exchangers.
J C 4:o4 Codes and Regulations Except as noted hereinafter, the materials, de-:ails of fabrication, and wor.anship shall conform to the requirements of the ASF- Nuclear Vessels Code for Class B vessels. The containment lirer and pene:rations sha2.
a conform inall respects to the applicable sections of USAE. Standards SInstitute N 6.2-1965, "'=afety Standard for Des;&n, Fabrization and Maintenance of Steel Cont.ainment Structures for Stationar; Nuclear Power Reactors." That portion of the equipzen: access door extending beyond the reinforced conzrete shell shall confDrm in a'- respects to the requirements of the A3EM Nuclear Vessels Cide for Class B Vessels.
4:05 Design Requirements 4:05.1 Technical Narameters:
The technical conditions applicable to the cmrLete reactor building are as follows:
Inside diameter :3c ft Tangent length 157 ft Ellipsoidal Dome;
- 1. Short Radius 2Z.5 ft
- 2. Long Radius i-O ft Design pressure 55 psig Design temperature 2$I F Operating pressure, range -C to -1 psig Operating temperature, range:
- 1. Inside +90 to lIC F
- 2. Outside +25 to 10C F Design vacuL 2.5 psig Liner leak rate at 55 psig 0. 25%/2 4 hours4.62963e-5 days <br />0.00111 hours <br />6.613757e-6 weeks <br />1.522e-6 months <br /> IV-3
SP-5566 7-25-68 Revised 10- 2-69 4:05.2 Cylinder Reinforcetent:
Liner Plate Reinforcement:
- 1. The cylinder walls shall be reinforced so as to support the dead load of the liner plus erection and wind loads. An additional 6 in, WF 15-5 2b member shall be located at each buttress center-line as shown on the Drawings.
- 2. The dome shall be reinforced to withstand a superimposed load of 100 pounds per square foot.
I C
- 3. The outside walls shall be reinforced on the outside face so as to support the dead load of the liner plus erection and viiu -oads C or by other methods approved by the ENGINEER.
4:05.3 Opening Reinforcement:
The liner shall be reinforced about all openings in accordance with the ASME Unfired Pressure Vessels Code (i.e., by replacing the cut out area of the 3/8 in. liner plate).
4:05.4 Plate Thickness:-
The steel plate for the main shell, including the cylindrical walls and the dome but excluding specially reinforced areas, shall be 3/8 inches thick. The steel plate for the containment base liner including the sump shall be 1/4 in. thick.
4:05.5 Engineer's Review:
The CONTRACTOR shall submit design calculations and detail drawings to the ENGINEER for review and record prior to initiating fabrication.
Review and/or approval of information submitted to the ENGINEER shall not relieve the CONTRACTOR of any responsibility for design, f-brica-tion, erection, and testing as herein specified.
4:06 Materials 4:06.1 Main Shell:
Steel plate for the main shell including the dome, cylindrical walls, and base shall conform to "Low and Intermediate Tensile Strength Carbon-Steel Plates of Structural Quality, Spec. for," ASTM A 283-67, Grade C. Rolled sections including test channels and stiffeners shall conform to "Structural Steel, Spec. for," ASTM A 36-67.
Special Note: Steel plate material per ASTh A283-67 does not meet the requirements for a Class B Nuclear Vessel, but conformance is not B
( required since the liner is not a load-carrying component.
iv-4
SP-5566 7-25-68 Revised 10-2-69 Special Note: The steel plate for the main shell, excluding the base mat plate, the knuckle plate, ana the thickened portIon of the cylin-drical wall plate in the area of the crane girder bracket, shall have a minimum copper content of 0.2%. The material for the thickened porm tion of the cylindrical wall plate in the area of the crane girder bracket shall be ASTM A516, Grade 60.
4:06.2 Penetration Sleeves The materials for penetration sleeves including the equipment access hatch as well as the mechanical and electrical nenetrations shall conform with the requirements of the ASME Nuclear Ver .els for Class "B" Vessels and shall exhibit ductility and welding characteristics compatable with the main shell material. The selection of materials for penetra"tnn BC sleeves shall consider a lowest service metal tem-nerature of lct r' within containment and +25 F without containment. All materials for penetration sleeves shall exhibit impact properties as required for Class "B" 7essels. The materials for renetration sleeves shall be carbon steel except as otherwise, snecified heren or shown onthe _J Drawings.
4:06.3 Delete ]BIc 4:o6.4 Material Bestriction and Cleanliness Requiremerns:
- 1. Process piping materials shall contain no lead. mercury, or zinc, and care shall be taken to Prevent contaminza:on of these materials by haý__des, sulhur, and phosphorus.
- 2. The following restrictions are applicable to avoid contamination of the nizing exposed to the reactor coolant or steam and water of the steam system;
- a. Mercury or mercury compound=conrtainifng instruments or equipment srcn as thermometers, mamometer, and vacuum pumps shal! not be used for any service in connection with fluid system or fluid system components during fabrication, assembly packaging, intallation, examination, testing, or repair. F
- b. Every effort shall be made to prevent lead or lead compounds as a basic chemical constituent from coming into contactwith tarts of a coqponent that will be exposed to reactor coolant or steam and ater of the steam system. Lead contamin nas wnzch are unavoidably present shall be removed prior to heat treatment, hot forming, repair welding and shipment. The fia=l cleaned surfaces of the equipment prior to operation shall be free of lead or lead compound contamination.
- c. MYaerials such as oils, greases, rubber and plastics con-taining sulphur, phosphorus, and halides shall not be present on the final cleaned surfaces which will be exposed to reactor colant or steam and water of the steam systems.
IV-5
5 P SP-5566 7-25-68 Revised 10-2-69 4:0O7 Welding 4:07.1 General:
- 1. The qualification of the welding procedures and welders for the liner plate shall be in accordance with the recuirements of Section IX, "Welding Qualifications" of the ASMI Boiler and Pressure Vessel Code. The qualification procedures and welders for the welding of the attachment plate to the sleeve, and the welding of the liner plate to the sleeve shall be in accordance with the require-ents of Section 1X, "Welding Qualifica-ions" B C and paragraph N-5L! of Section III of the ASM.E Boiler anc Pressure. Vessel Code. The repair of defective welds shll be in accordance with paragraph N-528,Section III. The CONTRACTOR shall submit welding procedures to the OW4NE for review.. The review and/or approval of procedures shall not relieve the CONTRACTOR of welding responsibility.
- 2. Welding procedures and qualifirations shall incorporate instruc-tions designed to control porosity. These instructions shall cover allowable welding currents, removal of slag and flux. end welding techniques to control porosity. Porosity shall! -eet the requirements of A.nendix iV of Section VIII of the AS. Code.
- 3. Postweld heat tzeatment shall be conducted in accordance with Section III of th ASME Boiler and Pressure Vessel Code for Class B Vessels. All welds that are designated to be fri- C cated to Section III, Class B shall have postweld heat treat-ment if the Code so requires,
- 4. The use of low hydrogen electrodes or automatic submerged arc welding iS rpnnr*n. f*r field weldinn 1d*__ o' vet in IT .-nhl* welding cal welds shall be required, except that cover masses and back-gouged cover passes will be cualified and can be welded by downhill welding.
4:07.2 Quality Control:
- 1. Longitudinal and circumferential welded joints within tnt main shell, the welded joint connecting the dome to the cylffidrical side walls, and any welded joints within the dome shall- Ie inspected by the liquid penetrant method and spot radiography, all as hereinafter specified. All penetrations includ-_mr the equipment access door shall be examined in accordance witn the requirements of tne ASME Nuclear Vessels Code for Class "'B" Vessels. All other shop fabricated components, includi__ the reinforcement about openings, shall be fully radiograpned. All other joint details shall be examined by the liquid penetrant method as specified in Item 4:07.2 - 3. of this Specificf:tion.
iv-6
sp-5566 7-25-68 Revised 10-2-69
- 2. Full radiography shall be in accordance with N-!352.,Section III, ASME Boiler and Pressure Vessel Code. The procec:z-e and accept-ance criteria shall conform to tW-51i Section VIW- ASME Code, B Spot radiography shall be in accordance with the -rocedures and governed by the acceptance criteria of Paragraph U13-52,Section VIII, ASNM Boiler and Pressure Vessel Code 4ith efollowing conditions-
- a. Two percent of all welds shall be rediographe& Care should be taken to include approximately 2% of welds by each C welder.
Special Note: The 2% spot radiography shall include all radiographable welds in the liner that are r.ct covered by C the full radiography specification.
- b. Spot radiography shall be at the frequency of r.*elve (12)'
inches in every fifty (50) feet of welding.
- c. The qua-lity assurannce 4nspector shall select "-e spots to be radiographed on a timely basis except in wm-ose specific JB C instances where he waives this privilege to COITFACTOR'S quaý'ity control suzervisor,
- 3. Methods of liquid penenrant examination shall be i accordance with Appendix VIII of the ASME Unfired Pressure Tessels Code, except that 20% of the welds shall be tested by izuid Penetrant.
- 4. A visual inspection for defects s&all be made of a*l liner welds, 5- Certified copies of mill test reports describing *- chemical and nhvsical properties of the steel plate material-s -sed for the liner plate and the reinforcing plates to the pea-nrarion sleeves shall be submitted to The OWNER for approval. Cez-.ificates of compliance or typical certificates of analyses fct :ne weld rod or weld filler metal for the main liner welds are Sccep table and they shall be submitted to the O%7iers for approval. The penetra-tion welds and penetramion assembly material is vnrered by Section III, Class B and shall have the necessa--; nra ceal lity of materials as covered by this Code The plate --t-erial shall be identifiable with specific mill test reports th--_-agh a numbering system and/or sketches: such that at any time duzrmg construction or after completion of construction, any plate or ;iece of plate can be positively identified.
- 6. Results of weld radio6-aphy, liquid penetrant in_--_ection, leak testing by halogen sniffing and vacuum box =ethod-m_1-_ and visual inspection shall be recorded as part of construv: n records.
After certletion of construction, 'hese records smtall be delivered to the OWFIR.
IV-7
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SP-5566 7-25-68 Revised 1o-2-69
- 2. De--ete_
A
.4 3. --_n penetrat-ion sleeves material shall be compatible with liner B a~eriels a-d must be approved for Class B Nuclear Vessels._jB
- 4. W-ere therzm, insulation is required, the materia. shall be
": ibestosJ- Specification for insulation shall be submitted tc the ENGI2MER for review and comment.
- 5. ",C nesetrazion sleeves shall be Schedule 80 excett as noted o: the "Pen:zration List," or subsequent lists.
- 6. Delete.
- 7. '__ locations of penetrations with regard to azimuth loctior shall be wizhin +1/2 in., measuared on the circular section. The horizontal and vertical dimensions associated with the radial A-aension shall be +1/2 in. for all pipe lines.
- 8. A-l penetrn:Ions shall be installed in the respective plate sections vrior to testing.
- 9. ALl mechanizal penetrations shall have double barriers designed pressurization with air to 63.3 psig for leak testing.
o10. All pipe ends shall be protect-ed for shipping and erection as
Žzdica-,ed oz the Drawings.
- 11. Delete. JC Li
- 12. Bellows shall be provided on mechanical penetrations as indicated n:the Penetration Lists.
V.
- 13. Delete. C 4:10,3 Elec-rical Penetrations:
3/4' All electrical .tenetrations shall be designed as follows.
- 1. Fenetration cartridges will be supplied by Others but installed B n: the penetration sleeves by the CONTRACTOR.
- 2. 7-.e penetra:ion sleeves to accommodate the aforementioned cart-ridges shall be 12 in., Schedule 80, carbon steel pipe of a grade a;Proved for Class B. Nuclear Vessels. Penetration sleeves shall he shop welded to the liner plate.
- 3. _he weight of the liner cartridges will not exceed 500 Ibs. but szall be ca;able of supporting an additional weight of 500 lbs. A
,S IV- IC r
SP-5566 7-25-68 Revised 10-2-69 4+/-10.4 Mechanical Penetration Shop Testing; The following tests shall be applied to a*l mechanical penetrations:
- 1. A pneumatic test shall be applied to each penetration which will pressurize the penetration annulus to 63.3 psig. The pressure shall be reduced to 55 psig and held at this pressure to soap bubble and sniff test all welds and mated surfaces. If leaks are found, they shall be -epaired and retested. This procedure shall be followed until no leaks exist. Test shall be conducted as hereinafter set fortn in this Specification.
- 2. Local tests shall be conducted in accordance with "Proposed Standard for Leak Rate Testing of Containment Structures for Nuclear Reactors," ANS 7.60, Appendix A.
- 3. The OWNER reserves the right to witness shop tests and shall be notified at least two weeks in advance of all shop tests.
4:10.5 Penetration Appurtenances:
The following shall apply to all penetrations:
- 1. Reinforcing shall be designed to support penetration in liner for shop testing, shipping, and field erection.
4:Io.6
- 2. Bellows ere to be suitably protected against field damage and will remain as part of the permanent installation.
Special Penetrations; I
- 1. Two penetrations requiring special attention are the "Containment Supply" and "Exhaust Purge Ducts!' noted in the Penetration List attached hereto. The following additional requirements are imposed on these penetrations:
- a. Formed heads shall be supplied with the penetration and shall
,be suitable for use during liner tests.
- b. Each penetration shall be provided with two test connections, not less than I/k in. pipe size to test both pipe and annulus spaces.
- 2. Mechanical and electrical spares, as so designated in the Penetra-tion List, shall have both ends of the sleeves capped. The out-side cap (concrete side) shall be equipped with a test connection no less than 1/4 in. pipe size. Unless otherwise stated, all spare mechanical sleeves shall be 10 inch diamet4r, schedule 80 pipe and spare electrical sleeves shall be 12 inch diameter, schedule 80 pipe.
IV-11 r
SP- 5566 7-25-66 Revised 1-34-69 S* L-:l.7 Fuel Transfer Penetration:
The fuel penetration shall be as detailed C. the Drawings. The pipe insertion will be supplied by Others. The tolerance on location and orientation shall be as shown on the Drawings.
4:11 Preliminary Tests All testing, as hereinafter described, shell be performed by the CONTRACTOR. These tests shall include the following:
- 1. All weld seams on the base, pits, and between penetration sleeves and liner plate and any additi". al weld seams which are covered by steel test channels shall be examined by detecting leaks at 63.3 psig using a mixture of air and freon. For the freon test, all exposed seams shall be checked with a h.i-.me.n leak detector and 100 per cent of detectable leaks corrected.
The tests on welds shall be conducted in accordance with those set forth in Item 4:lO.4.
Copies of detail test procedures shall be submitted to the OWNER or his Agent for review and coame7t.
- 2. All weld seams not covered with test channels shall be tested using a soap film and vacuum box. The pressure differential shall not be less than 4 psig. The rate of inspection shall not exceed two feet of weld per minute- The box shall overlap a minimum of six inches over the previously tested section.
All detectable leaks shall be corrected Copies of detail test procedures shall be submitted to the C(IJNER or his Agent for review and comment.
- 3. Embedded test connections shall bear metal stamped identification tags firmly affixed and -referenced on Drawings To test channel section to which it is attached. All other test connections will be dimensioned on "as built" drawings. Any field changes will be subject to the approval of the ENGINEER and shall be kept current and revised drawings shall be issued at completion of erection.
- 4. The CONTRACTOR shall provide adequate documentation for all tests and submit copies of such documentation in triplicate to the OWNER 4:12 Painting After erection of the liner plate is completed, all surfaces of the cylinder, dome, penetrations, crane brackets and miscellaneous attach-ments exposed to the interior of the Reactor Building, shall be sand- B I
S blasted to a near white metal in accordance with "Steel Structures Painting Council Specification", SSPC-SP-IlZ63T.
IV- 12
SP-5566 7-25-68 Revised 10-2-69 The abrasive shall be selected to obtain a profile as required by the manufacturer. As soon as practicable afte- the steel is cleaned, all surfaces shall receive one (i coat of Wisconsin Protective Coating Co. 's Plasite 7155 NP Primer. The dry film thickness of the primer at any point shall not be less than 2.5 mils. After an adequate curing period, as recommended by the manufacturer, the primed sur-faces shall be cleaned and free of all foreign matter before finish painting can begin. The finish painting shall consist of one (i) coat of Wisconsin Protective Coating Co.'s Plasite 9009. The dry film thickness of the paint a: any point shall not be less than 4 mils. Both the prime coat and the finish coat shall be applied in accordance with the manufacturer's printed instructions.
4:13 Material Damages All materials shall be carefa:l.y handled so that members or k,_._s which have become damaged after fabrication shall be straightened by methods which will not produce fracture or other injury, and without heating, unless approved in writing by the ENGINEER. Any members which are so damaged that it is inadvisable to correct them in the field shall be replaced with new members at no cost to the OWNER, Hammering which will injure or distort the mebers will not be permitted.
4:14 Penetration List The "Penetration List" consists of eight sheets, copies of which are attached hereto and are hereb-y expressly made a part of this Specifica-jC tion.
4:15 Inspection The OWNER or his Agents reser-res the right to inspect fully all phases of manufacture of the materials included hereunder and to witness all tests. Any item found to be xm-satisfactory shall be rejected or repaired at no additional cost to the OWNER. Any inspection by the OWNER or his Agents shall not relieve the CONTRACTOR of any responsi-bility for conformance with szated conditions and shell nom be con-sidered as a waiver of warranty or other right.
4:16 Lightninýg Protection During Liner Erection If the permanent grounding system for the unit has not been completed at the time of liner erection, the supplier shall drive four ground rods, each with a minimum length of twenty feet at ninety degree (900) intervals, around the periphery of the liner and connect each rod to A each end of the angle clips as soon as that portion of the liner plate is erected. Ground cable shall be No. 2/0 bare, stranded copper minimum.
1',t-13
____________________________________________ I
sp-5566 Item Pe Pagee 5:01 Shoipe of Work V-I 5:02 Work Included v-i 5:03 Work Not Inl=-, V-5:04 Codes and Eeg7:ati-21 s 7-2 5:05 flesign 7-2 7eq2irrc*+ts 5:06 Materials 7-3 5:07 Welding V-3 so e.; Persannel Acces - Lotks T-5 5:09 Sop Tests V-7 5:10 Ap-rutemznces 7-7 5:11 Preiminary Tes--s 7-7 5:12 Painting V-5; 13 Material DamagE v--
5:1-4 imspection v-S 5:15 Shipping v-S I.
7-25-65 Revised 10-2-69 5:01 Scope of Work 5:01.1 The WORK to be performed under this Contract shall include the destgn, furnishing, fabrication, delivery, unloading, storage as necessary, erection and testing of two personnel access locks for the reactor building, complete, and as specified herein and/or as shown on the Drawings.
5:01.2 The reactor building for the Crystal River Plant, Unit No. 3 of the Florida Power Corporation will be a steel lined concrete shell in --he form_ of a vertical right cylinder with ellipsoidal dome and flat base.
The concrete thickness for the shell will be 3'-6" for the cylindri:al walls end 3'-0" for the dome.
5:01.3 The COTfTRACTOR shall be responsible for erecting a leak tight liner.
The degree of leak tightness shall ensure a containment leak -ote of no greater than 0.25 percent by weight of contained air in 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> at 55 psig. The CONTRACTOR shall be responsible for the structural design of the two personnel access locks.
5:02 Work Included The WORK shall include, but not necessarily be limited to, the following:
- i. Detailed design of two personnel access locks.
- 2. Preparation of shop details and erection drawings for the locks.
- 3. Furnishing, fabricating, erecting and testing two personnel sir locks with a minimum inside diameter of 8'-6". One of these personnel locks shall be mounted in the equipment access hatch.
The air lock in the equipment access hatch shall measure 18 feet plus one door dimension, from door to door. The other air lock shall measure 9 feet from door to door. Doors shall be pressure seated type 3'-6" x 6'-8" and provision shall be made to test between doors at 63.3 psig.
- 4. Performing all quality control. measures and preliminary tests as specified hereinafter.
- 5. Preparation of the surfaces, one coat of primer, and one coat of C finish paint on all non-machined surfaces.
- 6. Proper bracing and crating of locks for safe shipment to the field and outdoor storage in the field until installed.
V-1
SP-5566 7-25-6B Revised 'Z-2-69 wart ~ Ztb~
r_*he =~~&zzr Zz* *:*-so-***n _rsne2 ih- are not C
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SP-5566 7-25-68 Revised 10-2-69
- 5:06 Materials 5:06.1 The materials for the personnel lock-.s shall conform with the require-ments of the ASM Nuclear Vessels Code for Class "B" Vessels and shall exhibit ductility anr welding characteristics co=-atible with the main shell material. The selection of materials shall consider a lowest service metal temperature of 120 F within containment and +25 F out-side containnent. Al] materials shall exhibit insct properties as required for Class "B" Vessels.
Special Note: Zinc and zinc rich materials or coatings, aluminum and aluminum rich materials or coatings, and galva-nized steel shall not be used for the fabrication of the loe; , or any components which are a part of the locks.
5:06.2 Plate materials for pressure parts in the personnel access ,
including inserts, shall be tested at the fabrication shop to assure that applicable ASS: specifications have been sa-.isfied. In addition to these tests, certified copies of mill test retorts describing the chemical and physical properties of the material accompanied by a numbering system and sketches (if necessary) shoving the location of the material in the personnel access locks shall be submitted to the O for approval.
Special Note: The following tests shall be made on a per Slab basis for the plate mater*als for pressure parts used in the fabrication of the personnel locks, including inserts:
- a. Impact testing to ASLM A300: Class I C
- b. Tensile Test.
- c. Bend Test.
- d. Check Analysis.
5:07 Welding 5:07.1 General:
- 1. The oualification of welding procedures and welders shall be in accordance with Section IX "Welding Qualifications" and paragraph e XN-541, Section _i, the A-%T Boiler and Pressure Vessel Code.
of I!* The repair of defective welds shall be in acnordance with Para-grath N-528 of the ASNE Nuclear Vessels Code. The CONTRACTOR shall sub-it welding procedures to the OWUd for review. Review and/or B
approval of procedures does not relieve the .ONTRACTOR of welding responsibility.
(@
- . SP-5566 7-25-68 Revised 10-2-69
- 2. Welding procedures and qualifications shall incorporate instruc-tions designed to control porosity. These instructions snall cover allowable welding currents, removal of slag and flux and welding technicu-es to control porosity. Porosity shall reet the requirements of Appendix IV of Section VIII of the A.-
Code.
- 3. Delete ]
5:07-2 Quality Control:
I. The personnel locks shall be examined in siccordance with the requirements of the ASME Nuclear Vessels Code for Class '3" Vessels and so stamped. Radiography shall be in accordance with the procedure and governed by the acceptability standards C of Paragraph N-1350 of the ASME Nuclear Vessels Code. Methods for magnetic particles and liquid penetrant examination shall be in accordance with Appendices VI and VIII respectively of the ASKE Unfired Pressure V'essels Code.
- 2. The CONTRACTOR shall, before receipt of material, submisa Quality Control Manual to the %=NER, or his Agent for re-.-%ew and comment. This document shall contain the following items:
- a. Clean nrocedures for 1WT inspection techniques..
- b. Material Control Procedures:
- c. Welding and Electrode Control Procedures.
- d. Marking and Material Identification Procedures.
- e. Control of Construction Conditions by a dimensional :zeck procedure.
- f. Qualification requirements for IDT personnel and welders.
C
- g. Document and Drawing Control Procedures.
- h. Ion-conformnence Procedures.
- i. Control and storage of Inspection and Test Records.
- j. Control of purchased perts.
- k. Criteria for approval and rejection of work. )
I. Examination checklists.
- m. Corrective Action Procedures.
-n. Traceabili-ty coding.
- o. Proof Test Procedures. _.JiJ M .. ... . NI _I__NI.
SP-5566 7-25-68 Revised 10-2-69
@ 5:08 Personnel Access Locks The following shall apply to both personnel access locks in the reactor building:
- 1. All flanged Joints shall he designed in such a manner that a double tongue double groove seal can be employed This seal shall be capable of being continuously pressurized between tongues to 63.3 psig.
- 2. The material used in the construction of the openings shall be compatible with the liner material metall.' gical characteristics.
- 3. The personnel opening doors shall be interlocked to prevent both doors being opened simulta:neously. Interlocks shall be sc r- nected that one door must be completely closed before the opposite door can be opened. Provision shall be made so that either door can be opened or closed from the inside or outside of the locks.
- 4. For the personnel openings the followzng shall be provided:
- a. Two limit switches on each door which will be actuated when ever the door dogs are not in the fully closed position.
- b. Two limit switches, on each interlock mechanism, which wi2&i be actuated when the interlock is defeated.
- c. Leak tight electrical penetrations, thru inner bulkheads, to which the OWNEF can con-nect his cables for the limit switch'es, lock lighting and co ications.
- d. Detail Drawings of items a, b and c to be furnished with the Proposal.
- e. All limit s-witches shall be National Acme Snaplock.
- 5. Provisions in personnel locks shall be made to accommodate an interior lighting system to be provided by the OINF-R which wil2 be capable of operating from OWITR'S emergency 125 volt d-c power supply.
- 6. Provisions in personnel locks shall be made to accommodate an emergency communication system to be provided by the OWNER. B Communication penetrations must be provided with seven (7) conductors to accommodate paging system requirements.
- 7. Provisions on personnel locks shall be made so as to permit by-passing the door interloc-_ing system to allow doors to be left open when plant is shutdow-n.
V--5
SP-5566 7-25-68 Revised 10-2-69
- 8. Mhe floor system of the personnel locts shall be designed so that they can be easily removed.
- 9. T-he personnel locks shall be designed, fabricated, tested, and stamped in accordance with the ASME tIaclear Vessel Code for Class "B" Vessels.
- 10. The personnel locks shall be designed so as to be capable of testing to 63.3 psig in the interspace between doors.
- 11. Al2. personnel lock hinges shall be capable of a three-dimensional adjustment to assist proper seating. rages shall be capable of independent adjustment.
- 12. All seals, gaskets, 0-rings, or oth* seating materials b*aLI be suitable to withstand design temperature conditions.
- 13. Personnel lock equalizing valves shall be of the quick-acting ttye with interior globe valves.
- 14. Ze personnel lock-to-liner weld shall be covered by a canopy which may be pressurized to 63.3 ps54- from outside the reactor building.
- 15. ALLA pressurization paths for the can-=y, between doors and tcngues shall have leads to the outside of the reactor building-
- 16. ALI bellows, expansion joints, gaskets, canopies, protectors, or other flexible members shall be desitaed for a minimum of 5CC cycles for the movement associated Tith each penetration.
- 17. The locations of penetrations with regard to azimuth locatio=
shall be within +1/2 inch measured c- the circular section. The horizontal and vertical dimensions associated vith the radial dimension shall be +/-1/2 inch.
- 18. Each lock shall be installed in its respective insert plate prior to testing.
- 19. Personnel locks electrical penetratitns wires shall be at least No. 14 AWG solid copper with flame resistant cross linked poly-ethelyne insulation.
- 20. A connection box with terminal bloct-s shall be *-rovided over the electrical penetrations to perzit nmcing good eCectrical cor---ec-tions.
v-6
SP-5566 7-25-68 10-2-69 5:09 Shop Tests The following tests shall be applied to each lock:
- 1. A proof zest shall be applied to each lock which will pressurize the lock between doors to 63.3 psig. The pressure shall be reduced tO 55 psig and held at this pressure to soap bubble and sniff test all welds and mated surfaces. If leaks are found, the welds and/or seals shall be repaired and retested. This procedure shall be followed until no leaks exist.
- 2. Local tests shall be conducted in accor-tince -with ANS 7.60, "Proposed Standard for Leak Rate Testing of Containment Structures for Nuclear Reactors." Appendix A.
- 3. Copies of detail nrocedtres for above tests shall be submitted to B the ONKE or his Agent for review ane. comment._
5:,10 Appurtenances Reinforcing shall be designed to su-nport nenetration i. liner insert plate for shop testing, snipping, and field erection.
5:11 Preliminar: Tests All testing as hereinafter described shall be performed by the CONTRACTOR. These tests shall include the following:
- 1. After the shop test- cancP... and/or hn...n.Ic ncs÷ e4o1 4 thn field stall be pressarized to 55 psig with a ixt-ure of air and Freon efnd leaks detected and corrected as hereinbefore described.
This test. shall be performed at any time conv-enient to tlýe liner erection schedule and mutually agreeable with the (J1Ifl. Tests shall be conducted in accordance with item 9:09 of this Spec ifimetion.
Copies of detail test procedures must be subitted to the t.W!=
or his agent for review and coent. B
- 2. All test connections shall be dimensioned on "as built" drawinrs.
Any field changes will be subjeet to the approvla of the M-lGIKI and shall be kept czrrent, and revised drawigss issued at commze-tion of erection.
- 3. The CN-MACTOR shall provide adequate docume--7ation for all tests.
7-7
-I
£ "SP-55566 7- *--68 Revised _T-2-7 4
5:12 P ntin-After installation, al! non-nachined surfaces shall be sandblasted to a near white metal in a&cordance with "Steel Structures ?ainting Council S-ecification". SSPC-SP-1063T, and the abrasive shall be selected to obtain a pr-fl.le as required by the manufact-rer. As soon as practicable aft-er the steel is cleaned, all surfaces shall receive one (i) coat of Wisconsin Protective Coatings Co. 's, Plasite 7155 HP Primer. The dr-y fi .- thickness of the primer at any point shall not be less than 2.5 -is. Where field welding is to be per-formed, the surface shaJ.J. be left uncoated fo' a distance of approxi-mately two inches from the joint. After installation is completed 2C and all field welds have bee-n made the unrrimed surfaces shall be prepared in accordance -with the preceeding specification and aiwen One (1) coat of the abcve primer. After an adequate cu&ring period, as recov-ended by the =anufazturer, all primed surfaces shall be cleaned and free of all foreign matter before finish painting ca-begin. The finish painting shall consist of one (1) coat of Wisconsin Protective Coatings Co. 's Plasite 9009. Tne dry; film thickness of the Daint at any point shall not be less than 4 mi_-.
Both the nrime coat and the finish coat shall be applied in acco--d-ance with the manufact-urer's printed instructions.
5:13 Material Damages All materials shall be zareftuly handled so that members or parts which hay been bent after fabrication shall be straightened by methods whicn will not produze fract-zre or other injury, and wi-rnou:
heati ..g, unless a nproved in T r j4inm i *h E TNGIT Aryny membe rs
-'.v which are so damaged that the OWNER considers it inadvisable to corr-ec them in the field shall be rebuilt as directed or shall be revlar-ed with new members. Ha=erinzr which will injure or diston the meibers v.i0l not be permitted.
5:14 Inspection The (NFlL or his Agents reserves the right to inspect f'.
- all heses of manufacture of the materials included hereunder and to witness a-,-
tests. Any item found 'no be unsatisfactory shall be rejected or repaired at no additionra! cost to the MM1*. Any inspection by the CMNER or his Agents shall not relieve the CONTRACTOR of any restconsi-bilUty for conformance vith stated conditions and shall not be non-sidered as a waiver of -warraaty or other right.
5:15 Shipping 5:15.1 Marking and Stenciling:
The CONT7.ACTOR shall identify equip=ent and material by means of attachment of a metal -ag or stenciling to crates or skids. The (is identification shall cctair. the followirn information:
v-8
/ SP-55e6 7-25-68 10-2-69
@1.
" Complete order nurber.
- 2. Ecuipment or material item number or name.
5:15.2 Protection and Cleanliness:
The CONTRACTOR shall comply with the following requirements for ensur-ing cleanliness and protection from damage during shipment and storage at the job site:
- 1. Furnish provisions for preventing damaae to the equipment and material and its temporary protection bo as to maintain the specified cleanliness.
- 2. Clean and protect with suitahle material all gasketed surfaces, flange faces and exposed threaded parts.
- 3. Close all female threaded openings with protective plugs.
- 4. Provide all equipment and material with s.itable weather protec-tion, blocking, straps, and skids.
- 5. Adequately and securely support the equipment and material to pro-tect against physical damage and permit ready handling at the site.
5:15.3 Handling:
Mae CONTRACTOR shall furnish sperial handling, rigging, or omher devices required to pinck up eaqipment an- material and install it in vosition.
Those devices shall include provisions for connecting to equi-ment and material. These special devices shall become the property of the OWNER.
0i V-9
( SP-5566 7-25-68 Revised 10-2-69 SECTION VI LIST OF BID DRAWINGS The following Gilbert Associates, Inc. Drawings set forth the location and extent of the work to be done under this Contract and are hereby expressly made a part of these Specifications.
Original Drawings E-521-030 Reactor Building - Containment Vessel - Sreel Liner Details E-521-034 Reactor Building - Containment Vessel - Penetrations & Details E-400-Ooh Reactor Building - Floor Elev. 122'-0" - Preliminary Penetration Locations E-400-006 Reactor Building Personnel and Equipment Access Opening Details D-036-ool Plot Plan Revised Drawings E-521-030 Reac-or BuilJdirng - Containmenm Vessel - Steel Liner Details a) Revised constructioi opening from 24'-O" -wide and 35'-0" high to 35'-0" wide a.d 50'-6" high.
b) Added anchor bolts for steam generator rigging crane anchor. A c) Added ladder, cage, and associated platforms.
E- 4 00-O06 Reactor Building Personnel and Equipment Access Opening Details a) Revised equipment access opening from 9'-^" radius to 11' -2" radius.
Added Drawings E-521-035 Reacmor Building - Penetration Locations E-521-036 Reactor Building - Penetration Details E-521-037 Reactor Building - Penetration Details C ss-301-601 Thru SS-301-608 Penetration List I---.-
'SP-5566 7-25-68 Revised 10-2-69 S
Added Drawings _(Contiinued)
E-304-7!4 Reactor Building Spray - Plan E-304-715 Reactor Building Spray - Sections SS-219-059 Electrical - Location and Details - Welded Grounding Connections to Containment Liner E-521-017 Reactor Building - Miscellaneous Steel - Steam Generator C Base and Anchor Assembly Z-521-018 Reactor Building - Bottom Liner Plate Anchors B-311-790 Reactor Building - Ventilation Duct Supports S-521-019 Reactor Building - Lug Derrick Dome Bracket Deleted Drawings 3-300-004 Piping Layout - Reactor Building Spray Piping - Sections and Details I 40
( FL~r,*A pOWER CORPORATION 4 POWER ,31NEERING &CONSTRUCIIO! DEPT.
CRYSTAL RIVER- UNIT 3
- ,APPROVE 51*:
'A ~~ate___
Enginer oe Mgr. Power EvgD /
Nuclear Proj. U~gr.'rDt SPECIFICATION REACTOR BUILDING LI=M AND PFNETRATIONS PEPSONNEL, ACCESS LOCMK CRYSTAL RIVER - LUNIT NO. 3 FLO-RIDA POWER CORPORATION SP-5 568 JULY 25, 196a FPC - 321-33!' and B4.2 G-jIbert Associates, Inc.
525 Lancaster Avenue Reading, Femnsylvania R.L. 4223-00 4-E.K3A.
W.O.
Addenrd' A August 21, 1968
. -" ," A -'-.- ! il Addenmi= B Marat 4, 196 19 , - ., , -. !I Addez&'d C 4,- Octob-er 2, !969 v"00 Adden*i* D Marcýý 38, -971 t'04-I I II I I I I1 . .. . . .
SP-5566 7-25-68 ADDENDUM D Sheet 1 of 3 March 18, 1971 SECTION IV - DETAILED SPEZCIFICATIONS 4:02 Work Included Subitem 7.:
Delete this stzitem in its entirety id rerlace with the following revi-sea subitem:
"7. Preparatic of the surfazes w.ei one coat of nrim-on all surfaces above e&evation 103'-C" exposed to the interi:r of the Reactor B-ilng.
4:07 4:07.2 Quality Contr,-_
Subitem. 1.:
Line 4:
After the w-ord "method" add the follco-wing words:
"(or by the magnetic paticle -_shod)"
Line II:
After th-e wrd "method" add te o words:
"or magnei:: particle testing" Subitem 3.:
Delete this sthten in its ez:.iretY -zi re,.amce with the following revf-=-i subitem:
"3. Methods of liouid penetr=-t ex-zInati-_ shall be in accordance -ith Appendix 7111 2f Sectior VIII of the ASME Unfireýd Pressure VeSsels 2zde, exzept that 20%
of the wes shall be tested .,icuiu- venetrant.
Methods cf ragnetic particle exenination shall be in accor cc with Atnen'jix V1 ' Sec--sLzn VII of the above i~de."
L-P-55956I 7-25-E8 ADDENDUM D Sheet 2 of 3 March 18, 1971 S/item 6.
After the word "inspection," add the following words:
"magnetic perticle testing,"
h:io Penetration and ODpenings 4:10.3 Electrical Penetrations:
Subitem 2., line 2:
After the words "shall be 12 in:' add "or 18 in."
Subitem 3.
Delete this subitem Zn its entirety 4:l u Preliminary Tests Subitem 2., hIne Delete the words "not covered with test channelsz' Subitem 3."
Delete the first sentence in its entirety and rem pace with the following revised sentence:
"Embedded test connections shall bear sta-mped.or Vsezziled identification affixed and referenced on Drawings to test channel seczion to wthich it is attached."
4:12 Painting Delete this item in its entirety and replace with the foll_-ving revised Item:
"All surfaces of the cylinder, dome, penetrations, cr-sne brackets and miscellaneous attachments exposed tc 'the interior of the Reactor Building and above eleva:tzn 103'-0" shall be sand&blasted to a near white meta.: in accordance with "Stee" Structures Painting CounaiZ Specification" SSPC-S?-1063T. This sandblasting shall be performed in the CONTRACTOR'S shop. The abrasive stall be selected to obtain a profile as required by the na;nu-S facturer. As soon as practicable after the steel is
sP-5566 7-25-068 AD-ZI*DUM- D, Shez-= 3 of-P 3 March 18, 2371 cleaned, all sufaces shal- receive one kI) coat of Wisconsin Prote2uive GCatim-- Co. 's Plasite 7155 lIP primer. The r-c. film =hickness of the primer at any point shall not be less_ tha- 2.5. mils. The nrirme coat shall be archied in a::ordanoe with the manu-fa2turer's printed Mnscruc-ions.
- Eahined surfaces an: edges of plat!es - I-nan&-_es -bhich are to be field welded shall no- be vafted. The cleaning and priming of all interior surfaces ex-luded above, along with finish painting of the entire interior, shall bt 4%ne by Others."
SECTTION V - -- TAJlZD SPECIFICA-:ONS 5:02 Wzrk in2luded Sulite= 3., line 8:
Dr*Lete "63.3" and re:Iace -ith 'iY" 3:08 Personnel Access Loc-Siiz-tez 10., line 2:
Delete "63.3" end re:.ace with "h" 5:09 S-.r Tests 3+/-iltez I., line 2:
nelete "63.3" and retlace -wth _t S-Ehite= 3:
D-eate this subitem in its _ntirery and replace with the fo.lowizng sub items:
"3. The interstate bet--een door gaskets shall he te-sted to 63.3 psi;. Si-_e this pres-sure operates agai---
the normal =ressur-e seating of The doors, this teszting may be performed -ith 55 psig ;ressure in the ir.-
and/or sec=ring __hesi.-s to simulate 55 tsig pressure seat-irg the door.
- 4. Copies of ietail wocedzres for above tests shalle be submitted 7-: the :WINE'? _r his Agent for re-tew am!
0 commenTs."
- 0OlPOS'! torn "lfss PA 6ES H*VE SL4pgsabab o EC.
zIj THSY AItE ?, F. IPýj &
rw7 13rsiWb F~R Ito FoI. ew M ATI O0 ONLY S ah
SP-5566 7-2568
- 5. Purge Piping Penetration - Type VI each $ -
- 6. Equipment Access Penetration - Type VII each $
Cost of Performance and Payment Bond per $1,000, if requested: $
If this Proposal is accepted the undersigned hereby agrees to begin WORK promtly' and complete the WORK in accordance with the time schedule stipulated in the attached Specifications.
Date of Bid Signed By _
Title Business Address of Bidder State of Incorporation Address of Principal Office t'0 11-2 I
sp-5566 7-25-68 Revised 8-30-68
( SECTION VI LIST OF BID DRAWINGS The following Gilbert Associates, Inc. Draiings set forth the location and extent of the WORK to be done under this Contract and are hereby expressly made a part of these Specifications.
W.0. Drawing No. No. rev_. Date Status Title 4203 D-300-oo4 - 8-21-68 dot Chiecked "!ping Layout - Reactor Building Spray Piping (Sections & Details) 4203 E-521-030 - 8-30-68 Not Checked Reactor Building - -intainment Vessel - Steel Liner Detsals r-4203 E-521-034 - 5-2-68 Not Checked Reactor Building - Containment Vessel - Penetrations & Details Ft For Reference and Information Only 4203 E-400-OO4 - 7-24-68 Not Checked Reactor Building - Floor Elev.
( 122'-0" Prelizinary Penetration Locations 4203 E-400-0O6 8-30-68 Not Checked Reactor Building Personnel &
Equipment Access Opening Details 4203 D-036-001
- 4-1-68 Not Checked Plot Plan 4203 D-50125 i 9-13-57 Checked GAI Standard,, - Structural Design - Ladders & Ladder Plat-formr (V
0 Vi-l
I Installatiorn Operation and Maintenance Procedure Wheeled Support for Equipment Door and Personnel Lock FLORIDA POWER CORPORATION CRYSTAL RIVER PLANT - UNIT NO. 3 NUS-4322
- 1. Scope: This procedure covers installation, operation and maintenance procedures for the modified wheeled support for -he equipment door and personnel lock at the Reactor Building of the Florida Power Corporation, Crystal River Plant, Unit No. 3.
2.
Purpose:
The wheeled support removes the equipment door and personnel lock from the building hatchway to provide material access into the Reactor Building.
- 3.
Description:
The wheeled support has been modified to provide greater stability to the existing support by additionlm'odification as follows:
- a. Increase the counterweight to a minimum of 10 ton to provide greater Iongitudinal stability.
- b. Change bearings, shafts and support wheels to provide more dependable operation and better adjustment of the support.
C. Add wheeled outrigger to provide greater transverse stability.
- 4. Reference Interim Drawings:
8903-C-5500, Sh. I of 1, Structural Modifications 8803-C-5501, Sh. I of 1, General Arrangement & Modifications 803-M-2i019 Sh. I of I, Outrigger Wheel Assembly and Details
$803-M-2502, Sh. I of 2, Support Wheel Mtg. Assembly 8803-M-2502, Sh. 2 of 2, Support Wheel Mtg. Assembly and Detakis
- 5. Adjustments:
DOCUMENT cONRoL Vertical: Plus or minus 2 inches f-S P Transverse: Plus or minus I inch JUL 2 6 1983 REVISION 4 NL 1 t'*J'll*f-RAtTIr1N
SPECIFICATIO1NS FOR REACTOR BUILDING LTIN AID Pai-ETRATIONS AZD PERSONNEL ACCESS LOCKS CRYSTAL RIVER - UNIT NO. 3 FLORIDA POWER CORPORATION SP-5566 JULY 25, 1968 FPC-321-land B4.2 Q.
2 4 APPROVED - DEPT. PRCECT ElNGE. DATE
(
ISSUED FOR CRYST& RIVER - UNIT 3 DATE I Gilbert Associates, Inc.
525 Lancaster Avenue Reading, Pennsylvania R ,L.G.-LK.A.
V.O. 4203-00 Addendum A ugus-t 21, 1968
- - Addendum B March 4, 1969
SP-556-5 7-25-5 Addendum B Sheet a of S I 4-,archa 4, 19069 SEC2iIC IV - LACTOR BUILDING LINER AND PFEETRATIONS 4:o2 Work Included
- 7. Delete this subitem in its entirety and replace with the following:
The COi-TRACTOE will be advised of the required preparation and coating of the liner surfaces.
Add zew subitem as follovs:
- 8. Installation of electrical penetration cartridges, furnished b: Others, in penetration sleeves.
h:03 Work Iot Included
- 3. Delete this subitem in its entirety.
Renuxzber subitem ';, subitem 3.
4: 05 Daes:i Requiremen t s
- C5..2 Cyl-rder Reinforcement
Delete this item in its entirety and replace with the following:
Liner Plate Reinforcement:
The cylinder walls shall be reinforced so as to support the dead load of the liner plus erection and wind loads. An additional 6 in. WF 15.5 lb member shall be located at each buttress centerline as showa on the Drawings.
- 2. The dome shall be reinforced to withstand in addition to the wind loading a construction load of a00 pounds per square foot.
.;06 Matterials 4:06.1 Add -ne following to this item:
Spee=taJ Note: Steel plate material per ASTM A 283-67 does not meet the requirements for a Class 3 Nuclear Vessel, but conformance is not required since the liner is not a load carrying component.
SF-5566 7-25-68 Addendum B Sheet 2 of 8 March 4, 1969 4:06.2 Delete this item in its entirety and replace with the following:
The zaterials for penetration sleeves including the equipzjent access hatch as well as the mechanical and electrical penetrations shall conform with the requirements of the ASME "iclear Vessels Code for Class "B" Vessels and shall exhibit ductility and welding character-istics compatible with the main shell mater-al. The selection of materials for penetration sleeves shall consider a lowest, s-rt;-ce metal temperature of 120 F within containment and +25 F Vithout containment. All materials for penetration sleeves shall exhibit impact properties as required for Class "B" Vessels. The materials for penetration sleeves shall be carbon steel except as otherwise specified herein cr shown on the Drawings.
Add new item as follows:
4:06.3 Mechanical Penetrations:
The materials for process piping :"or mechanical penetrations shall be as specified on the attached "Penetration List" Drawings SS-301-601 thru SS-301-635 and shall conform with the requirements of the applicable USAS Power Piping Code B31.l.0 or Nuclear Power Piping Ccde B31.7 (Tentative) 8a noted.
4:07 Welding 4:07.1 General:
I 1. Change first sentence of this subitem as follows:
The qualification of welding procedures and welders shall be in accordance with Section IX "Welding Qualificaticns" an-d paragraph N-541,Section III of the ASME Boiler azd Pressure Vessel Code.
Add following new subitems:
S*3. The requirement for postweld heat treatnent is waived.
- 4. The use of low hydrogen electrodes is required.
SP-5566 7-25-68 Addendum B Sheet 3 of 8 I-arch 14, 1969 4:07,2 Quality Control:
- 2. Delete this subitem in its entirety and replace with the following:
Full radiography shall be in accordance with N-1350,Section III, ASME Boiler and Pressure Vessel Code The procedure and accep-tance criteria shall conform to ",-S1,Section VIII, ASI.E Code.
Spot radiography shall be in accordance with the procedures and governed by the acceptance criteria of Paragravh UW-52 Zction VIII, ASME Boiler and Pressure Vessel Codt with the following conditions:
- a. Two percent of the welds made by each welder shall be radio-graphed.
- b. Radiographs shall be at the frequency of six inches every 25 feet rather than 12 inches every 50 feet.
- c. The quality assurance inspector shall select the spots to be radiographed, except in those specific instances where he waives this privilege to the C0UTRACTOIh'S quality control supervisor.
- 5. Delete first sentence of this subitem and replace with the following:
Certified copies of mill test reports describing the chemical and physical properties of the steel plate material; welding electrodes and/or weld filler metal shall be submitted to the OWNER for approval.
Add the following new subitem:
- 8. The COiTRACTOR shall, before starting fabrication, submit a Quality Control Zanual to the 0W-*.F or his Asent for review and comment. This document shall contain at least the follow-ing items:
- a. Explicit procedures for NUT inspection techniques.
- b. Material Control Procedures
- a. Electrode Control Procedures S
SP-5566 7-25-68 Addendum B Sh*eet 4 of 8
- arch 4, 1969
- d. Marking and Material Identification procedures
- e. Control of construction conditions
- f. Qualification requirements for inspectors, welders, procedures, and equipment
- g. Document and drawing control procedures
- h. Non-conformance procedures
- i. Control and storage of inspection test records J. Control of purchase parts
- k. Criteria for approval and resection work
- 1. Examination checklists
- m. Corrective ac::on procedures San. Traceability coding
- o. Proof test procedures 4:i0 Penetrations and QpenirTs 4:10.2 Mechanical Penetrations:
- 3. Delete this subiter in its entirety and replace with following:
The penetration sleeves material shall be compatible with liner materials and must be approved for Class B Nuclear Vessels.
Add the following new subitem:
- 13. Process piping for the mechanical penetrations shall be fabricated and installed in the penetration assembly in accordance with the requirements of the applicable USAS Power Piping Code B31.1.0 or Nuclear Power Piping Code B31.7 (Tentative) as noted on the attached "Penetration List" Drawings SS-301-601 thru SS-301-606.
Weld ends for process piping shall be machined in accordance with Drawings PD-3C4-001, "Welding End Details."
(e
sP-5566 7-25-68 Addendum B 0 Sheet 5 of a March 4, 1969 4:10.3 Electrical Penetrations:
- 1. Delete this subitem in its entirety and replace with following:
Penetration cartridges will be supplied by Others but installed in the penetration sleeves by the CONTRACTOR.
- 2. Change this subitem as follows:
At end of first sentence, after "carbon steel pipe" add, "of a grade approved for Class B Nuclear Vessels."
4:l Prelimina Tests
- 1. Add following sentence to this subitem:
Copies of detail test procedures shall be submitted to the OWNER or his Agent for review and comment,
- 2. Add following sentence to this subitem:
Copies of detail test procedures shall be submitted to the ONER or his Agent for review and coaent.
4:12 Painting Delete the text of this Item in its entirety and replace with following:
The CONTRACTOR will be advised of the acceptable surface preparation and coat~ng for all surfaces of the liner and penetrations.
SECTION V - REACTOR BUILDING PERSONNEL ACC-SS LOCKS 5:02 Work Included
- 5. Delete this subitem in its entirety and replace vith the following:
The CONTRACTOR will be advised of the required preparation and coating of the locks surfaces.
'0
SP-5566 7-25-68 Addendum =
Sheet 6 of 5 March 4, 19&9 PH 5:07 Weldimr 5:07.1 1. Ž -nsethe first sentence of t*m subitem as follows:
-h qualification of welding -r,-ocedures and welders shall be accordance with Section iX 'Welding Qualifications" ea+/-
paragraph l-5,L2, Section Iii, clf the .61ME Boiler and Pressure Vessel Code.
Add following new subitem:
.1
- 3. be use of law hydrogen elect-rodes is required.
5:07.2 Quali -;y Control:
Number existing paragraph subiter-Add fzilowinC new wubitem:
- 2. :te C0T.ACT.C.. shall, before s'-arting fabrication, submit Quality Contz-l Manual to the ZWNEB, or his Agent for aprroval.
_.-Tis document shall contain a: least the following items:
A a. Explicit procedures for Z- inspection techniques 1j1ateriai. Zontrol Procedures I e.
. Electrode Control Proced-res Marking atd Material Idetilfication Procedures Control of Construction ZCditions Qualification requi ement$ for Inspectors, Welders, A5 cedures, and equipment
. Document -nd Drawing Conrt---.L Procedures Non-Conformance Procedures
. Control a:d storage of iT- -pction and Test Records I
7-25-65 Addendum B Sheet 7 of 6 M-arch 44, 1969 J. Control of purchased parts
- k. Criteria for a=roval and rejection work
- 1. Examination checklists
- m. Corrective action procedures
- n. Traceability coding
- o. Proof test procedures 5:08 Personnel Access Locks Add follow-ing sentence to subitem 6:
Cbmmunication penetrations must be provided with seven (7) conductors S*to accommodate paging system requirecents.
Add following new subitems:
- 19. Personnel locks electrical penetrations wires shall be at least No. 14 AWG solid copper itjh flame resistant cross linked polyethelyne insulation.
- 20. A connection box with terminal blocks shall be provided over the electrical penetrations to -permit making good electrical connections.
5:09 Shop Tests Add new subitem as follows:
- 3. Copies of detail procedures for above tests shall be submitted to the OWNER or his Agent for review and comment.
5:11 Preliminary< Tests
- i. Add following sentence to this subitem:
Copies of detail test procedures must be submittea to the OWNER or his Agent for review and comment.
SP-5566 7-25-68 Addend= B Sheet d of B tarch 4, 1969 5:12 Painting Delete the text of this Item in its entirety and replace vith the following:
The CONTRACTOR will be advised of the acceptable surface preparation and coating of the access locks surfaces.
1,0
r, SPECIFICATIONS REAC--TOR BUILDING LINER A.ND PENETRATIONS AND PERSONtNEL ACCESS LOCKS SP-5566 JULY 25, 1968 CRYSTAL RIVER - UNIT NO. 3 FLORIDA ?Ov0WER CORPORATION 0
FPC-321-B31 and B4.2 Gilbert Associates, Inc.
525 Lancaster Avenue Reading, Pennsylvania R.L.G. - E.K.A.
W.o. 4203.00 Addendum A August 21, 1968
0-P-5566 7-25-68 ADDE=,UM A Sheet 1 of 2 August 21, 1968
[~~~~~. .1-W- l ..-. .. . ~~ .
SECTION I - INSTRUCTIONS TO BIDDERS 1:02 Submission of Provosals Add the following new iten 1:02.15:
"The Bidder shall submit unit prices for the following, as shown on Drawing E-521-030:
- a. Unit price for additional crane rail support assemblies.
- b. Unit price for anchor bolts for steam generator rigging crane anchor.
- c. - Unit price for ladder and cage."
Add the following new item 1:02.16:
"The Bidder shall submit unit orice base cer round of plate material including all fabrication, shoj, and field welding, detailing, and erection costs set forth in item 4:02-3.h.
SECTION IV - DETAILED SPECIFICATIONS 4:02 Work Included 4 :02-3.g Fifth line: change 6" x 3-1/2" x 3/16" angle to read:
"6" x 3-1/2", x 1/4" angle" Add the following new item h.
"All brackets and hanger sun Orts for piping and ventilating systems including fabrication, shot., and field welding, asnd detailing (See Drawing D-300-OO4 for details.)"
I I - SP-5566 7-25-68 Re-ised 9-4-68 r
ADDenDUM A 0 Sheet 2 of 2 August 21, 1968
- I10 Penetrations and Cveninns 4:10.3 Electrical Penetrations:
Aifter last word i= sentence, change period mark to a comma and add the followi-g**
"but sh be capable of supporting an additional weight of 500 lbs."
41:12.2 Fifth and sixth sentences: change to read as follows:
"Approved alternate coating systems in lieu of Carbozinc No. '1 -re Dimetcote No. 5 as menufactured by the Arnercoat Corporation or Plasite No. 1-100 as manfactured by Wisconsin Protective Coating Corporation. If an alternate material is used, surface preparatiom and amnlication methods shall be in accorcance with the manufacturer's printed instructicns."
5:12.2 Same revision as stated in 4:12.2.
SECTIO VI - LIST C? BID DRAWNISS 0 The following Drawings have been revised:
S-521-Q30 a. Revised con-struction =pening from 24'-0" wide and 35t-0" high to 35'-0" wide and 50'-6" hiMh.
- b. Added ancbhc bolts for steam generator rigging crane anchor.
- c. Added ladder, pcage and associated platforms.
E-400-o06 Revised equipment access cpening from 9'-0" radius to fl'-2" raditzs.
- --521-030 Revised date from 7-24-68 to 8-30-68.
E-4O0-OO6 Revised date fr-om 7-24-65 to 8-30-68.
The following Drawings have been added:
D-300-OQI+ and D-50125, Rev. T The Drawing List is hereby replaced in its entirety incorporating revisions a-s set forth above.
ATTAC!F&- NTS PROPOSAL FORM Attached to this Aldendum is revised page 2 of the Ptroposal Form.
a SPECIFICATIONS FOR REACTOR BUILDING LINER AND PENETRATIONS AND PERSOINNEL ACCESS LOCKS CRYSTAL RIVER - UNIT NO. 3 FLORIDL POWER CORPORATION SP-5566 JULY 25, 1968 0
FPC-321-B31 and B4.2 APPROVED -
kjK",-
DEPT: PRWECT ENGR . D'ATE ISSUED FOE CRYS~ti RVBR - UIlT 3 DT Gilbert Associates, Inc.
525 Lancaster Avenue Reading, Pennsylvania w.O. 4203-00 Addendum A August 21, 1968 Adden-dum B March 4, 1969
a 7-25-62 Addendum B Sheet I of 8 IM.arch 4, 1969 SECTION IV - REACTOR BUILDING LINER AND PENETRATIZNS 4:02 Work Included
- 7. Delete this subitem in its entirety and replace with the following:
The COiTRACTOR will be advised of the equired preparation and coating of the liner surfaces.
Add new subitem as follows:
- 8. Installation of electrical penetration cartridges, furnished b,, Others, in penetration sleeves.
i4:03 Work Uot Included
- 3. Delete this subitem in its entirety.
Renumber subitem 4, subitem 3.
4:05 Design Requirements I-:G5.2 Cylinder Reinforcement:
Delete this item in its entirety and replace with the following:
Liner Plate Reinforcement:
- 1. The cylinder walls shall be rein-arced so as to support the dead load of the liner plus erection and wind loads. An additional 6 in. WF 15.5 lb member shall be located at each buttress centerline as shown on the Drawings.
- 2. The dome shall be reinforced to withstand in addition to the wind loading a construction load of 100 pounds per square foot.
4;06 Materials 4:06.1 Add the following to this item:
Special Note: Steel plate material per ASM A 283-67 does not meet the requirements for a Class B Nuclear Vessel, but conformance is not required since the liner is not a load carrying component.
SP-5566 7-25-68 Addendum B 0Sheet 2 of 8 March 4, 1969 h:G6.2 Delete this item in its entirety and replace with the following:
The materials for penetration sleeves including the equipment access hatch as well as the mechanical and electrical penetrations shall conform with the requirements of the ASME Nuclear Vessels Code for Class "B" Vessels and shall exhibit ductiLty and welding character-istics compatible with the main shell material. The selection of materials for penetration sleeves shall consider a lowest service metal temperature of 120 F within containment and +25 F witnout containment. All materials for penetration sleeves shall exhibit impact properties as required for Class "B" Vessels. The naterials for penetration sleeves shall be carbon steel except as otherwise specified herein or shown on the Drawings.
Add new item as follows:
4:06.3 Mechanical Penetrations:
aThe materials for process piping for mechanical penetrations shall be as specified on the attached "Penetration List" Drar-ings SS-301-601 tbru SS-301-606 and shall conform with the requirements of the applicable USAS Power Piping Code B3l.l.0 or liuclear Power Piping Code 1331.7 (Tentative) as noted.
4:o7 Welding 4:07.1 General:
i1
- 1. Change first sentence of this subitem as follows:
The qualification of welding procedures and welders shall be in accordance with Section IX "Welding Qualifications" and paragraph 7,ý N 4-541,Section III of the AS!4E Boiler and Pressure Vessel Code.
Add following new subitemns:
- 3. The requirement for postweld heat treatment is waived.
- 4. The use of low hydrogen electrodes is required.
SP-5566 1-25-68 Addendum B Sheet 3 of 8 14warch 4, 1969 4:37.2 Quality Control:
- 2. Delete this subitem in its entirety and replace with the following:
Full radiography shall be in accordance with R-1350,Section III, ASME Boiler and Pressure Vessel Code. The procedure and accep-tance criteria shall conform to UW-S1, .ection VIII, ASME Code.
Spot radiography shall be in accordance with the procedures and governed by the acceptance criteria of Para~raph UW-52,Section VIII, ASME Boiler and Pressure Vess*el Code with tne following conditions:
- a. Two percent of the welds made by each welder shall be radio-graphed.
- b. Radiographs shall be at the frequency of six inches every 25 feet rather than 12 inches every 50 feet.
- c. The quality assurance inspector shall select the spots to be radiographed, except in those specific instances where he waives this privilege to the CONTRACTOR'S quality control supervisor.
- 5. Delete first sentence of this subitem and replace with the following:
Certified copies of mill test reports describing the chemical and physical properties of the steel plate material, welding electrodes and/or weld filler metal shall be submitted to the OWNER for approval.
Add the following new subitem:
- 8. The C0fJTRACTQ?* shall, before starting fabrication, submit a Quality Control Manual to the OWNER or his Agent for review and conwient. This document shall contain at least the follow-ing items:
- a. Explicit =rocedures for NDT inspection techniques.
- b. Material Control Procedures
- c. Electrode Control Procedures
SP-5566 7-25-68 Addendum B Sheet 4 of 8 March 4, 1969
- d. M41arking and -M-terial Identification procedures
- e. Control of construction conditions
- f. Qualificaticn requirements for inspectors, welders, procedures, and equipment
- g. Document and drawing control proceduies
- h. Non-conformance procedures
- i. Control and storage of inspection test records
- j. Control of purchase parts
- k. Criteria for approval and rejection work
- 1. Examination zhecklists
- m. Corrective ation procedures 0 n. Traceability coding
- o. Proof test procedures Penetrations ad penings 4.1o 4:lo.2 Mechanical Pene-ra-tions:
- 3. Delete this subitem in its entirety and replace with following:
The penetration sleeves material shall be copatible with liner materials a-n must be approved for Class B IXuclear Vessels.
Add the followinr new subitem:
- 13. Process piping for the mechanical penetrations shal_! be fabricated and installed in the penetration assembly in accordance with the requircmenti of the applicable USAS Power Piping Cede B31.10 or Nuclear Power Piping Code B31.7 (Tentative) as noted on the attached "Penmetration List" Drawings SS-301-601 thra SS-301-606.
Weld ends fzr process piping shall be machined in accordance with Drawings Pt-301-001., "Welding End Details."
4
sp-5566 7-25-68 Addendum B Sheet 5 of 8 tNarch 4, 1969 4:10.2 Electrical Penetrations;
- 1. Delete this subitem in its entirety and replace with following:
Penetr-ation cartridgea will be zznpplied by Others bt installed in the penetration sleeves by the COHI{IACTOR.
- 2. Change this subitem as follows:
At end of first sentence, after "carbon steel pipe" aelo "of a grade approved for Class B Nuclear Vessels."
4:ii Preliminary Tests
- 1. Add fcl!lowing sentence to this s-ubitem:
Copies of detail test procedures shall be suh m=itted to the OWNEE or his Agent for review an-. coment.
- 2. Add fcdlowing sentence to this s-;titem:
Copies of detail test procedures shall be submitted to the OWNER or his Agent for review and comment.
4:12 Painting Delete the text of this Item in its entirety and replace -ith following:
The CONTRAC-T-OR will be advised of the acceptable surface preparation and coat.ina for -Il surfaces of the liaer end pe-ne*traticas.
SELCTIGO V - REACTOE BULDING PERSNNIEL ACCESS LOCKS 5:02 Work Included
- 5. Delete this subitem in its entirety and replace with the following:
The CCMTRAC2OR will he advised of the required preparation and coatin-S of the locks surfaces.
SP-5566 7-25-68 Addendum B
- Sheet 0'of 8 Mvarch 4, 1969 5 : 07 Welding 5:07.7 1. Change the first sentence of this subitem as follows:
The cualification of wel.ding procedures and welders shall be in accordasce with Section IX "Welding Qualifications" and paragraph N-541,Section III, of the S'I Boiler and Pressure Vessel Code.
Add following ne-w subitem:
- 3. The use of low hydrogen electrodes is required.
5:07.2 Quality Coz.rol:
Number existing Daragra.h subitem 1.
Add following new subitem:
- 2. The CC:iTRAC:OR shall, before staring fabrication, submit a Quality Control Manual to the OWN-ZR, or his Agent for approval.
This document shall contain at least the following items:
- a. Explicit procedures for NDT inspection techniques
- b. M4aterLal Control Procedures
- c. Electrode Control Procedures
- d. Marking and Material identififation Procedures
- e. Cc.itrol of Construction Condinions
- f. Qualification requi:esents fcr Inspectors, -Welders, Pro-cedures, and equipment
- g. -cczum.r.z and Drawing Oontrol Procedu*res
- h. Non-Conformance Procedures
- i. Ccntrol and storage of Inspection cý.ý- Test Records
SP-5566 7-25-68 Addendum B Sheet 7 of 8 March 4, 1969 J. Ccotrol of purchased parts
- k. Criteria for approval and rejection work
- 1. rTina-ion checklists
- m. Correci-ve action procedures n, Traceability coding
- o. -Proof test procedures 5:08 Personnel Azcess Locks Add followin=g sentence to subitem 6:
C6=unicatLon penetrations must be provided with seven (7' conductors to accommodate paging system requirements.
Add following new subiterms:
19.- Persozznel lzcks electrical penetrations *ires shall be at least io. AWG solid copper wita flame resistant cross linkei polvetnelyne insulation.
2C. A connecticn box with terminal blocks szall be provided over the electrizal penetrations to per-mit =Ezing good electrical connec'tions.
5:09 Shop Tests Add new subitem as follows:
- 3. Copies of detail procedures for above tests shall be submitted to the OWNZR or his Agent for review an commen;.
5:11 Preliminar. Tests
- 1. Add following sentence to this subitem:
Copies of aetail test procedures must be submitted :c the OWNER zr his Agent for review and comme-=.
SP-55oo 7-25-60 Addendu= B Sheet 8 of 8 March 4, 1969 5:12 Paizting Delete the text of this Item in its entirey and replace with the following:
The CONTRACTOR will be advised of the acceptable surface preparation ani coating of the access locks surfaces.
0 0
I I -r *1'
.0* N r....~ : IL IASSC!A-TES, INC.
QUADR. I. J&AD.14 NQ*T: CS = AST A 106 or. B up to 24, 0.*). - . ENGINEERS ANDWCONSULTANTS 5 SS = ASTM A 312, Tp 304 up to 12" O.D., PENETRATION LIST ,- READING. PENNA.ANDNEWTOR. N.Y.
14" C.P. and larger ASTM A 358 CRYSTAL RIVER MNITNO. 3 c- ". 47D3 5"- Y i FLORIDA O CORP N I . ... 9 ..I"-"
0 . . .. pfrP AUX..8.......
VC.R. 3 PENIET TINS I QUA- R 1 QIAOR. 2 A
.D]GNATOION PIPING ..Sjg,..I j LOCATION!I BELLOWS PRMCESS PRIO=F INN. 'REFtRENCE PEN. QUADR PROCESS PIPE _ SLEEVE CODE oF pNIa III(S DETtkLS LSC-ASS NO. MOi S1ZE SCH HATL SMZ- SCH MATL .. .. _ _ __
-S Type No. IV so C Bldg colnytmEeti RC Blog. Cooling System Electric _._.___ ______-_
. 1 t 80 S X -2 1 ~~R lg oln System Electric ____ ____ ____I____
~27 Crane & Elevator Supply 1O, 1 I
G0 M3/ 142" CS Main Stemenfr.. Steam Generator '"A B31. Yes Tp No.
Cs_,on tem from steam Generator "Ao B 3"1 Yes -
B 3.1.1 1 Yes j 1 24" 6o cs4o 3/4 cCs Main Steam from Steam Generator "13 l eany water t o Steene nrtat.W
.B 31. i Yes Ty e ....
1 . 191, 40 CeS 4.&" Ve. t In. --
to S " ' Y 7.II
- 1) ~ " 4o CS 80 COS ISe~-ice Air Supply to RX Zldg. 3.1iNoType Air Supply to RX Bldg. B 31.2. NI!o ___ __ _______
111 " 40 CS 80 CS Tr,.trcrment B 31.7 111 I - Ne3. .I 113 -1 4 " 0.5 CS SCS I'arge'supply 131 = 1 12 & CS 7_77777_7 Spare__
_____No.
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I-0° QUADR. QUADR. L4
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r TURB 8 NOTE: CS = ASTM A 106 Gr. B up to 24" O.D. XENE'1T-ATION LIST IUZ
- ENGIREERS AN; CONSULTANTS SS = ASTM A 312, Tp 304 up to 12" O.D., READING.PENNA. N0 NýEW YORK.N_V 14" C.D. and larger ASnTh! A 358 CR! URAL ,=R UNIT NO. '
90, CR _270- Tp 304 *.23, PENETEATIT-* lq; QUA*K*T iI ".CN R~ 0 N~l 0f*PPN~EV QUA DR. 2 uL. QUADR. 3 FKIL`PA`QC0I (AtkFI I Aro 79- PRCCESS
_Q5AR PIPE SL- ___ DESIGNATION PIPIG ,SE ISIC LOCR! O BELLOWS RoESS PDC7SS INS. REFERENCE J10. SIZE SCH I MATL SIZE SCH MATL _ODE _0_BELLOWS P! CLS__S___C____ 1TE P OF SEa T S.
2 ,2 24' 60 Cs 10" 3/4 CS Main $team from Steam Generator "B" B 3i.. Yes ,. Tvye .o. T C~oole W 4 18" 60 CS 40" 3/4 f CS Feedwater to Steam Generator '41.-"A .1 Ye5 i -
427
,. 6" 40 CS 12" 80 CS Emnergency Feedwater to Steam Generator ýVV 1. I ya.L.* Type X.* , II1-
-, e 8" 40 cS 22" 30 CS Shield Cooling System A + Letdown Cooler A In B 3.l. No Type No. ITT 8" 4o CS 12" BOS Shield looirng System A + Letdown Cooler A Out B '1.1 No 3-'-
20ý. 2,7* l' 7 so IcS 6" 80[ CS Tan MoItor IT.. I Cooling Water int B .I o
_ _ iT. ____ _*_ _ __ _ _ -- --
-2 i1' i'-! 80 . Cs 6" 80 CS Fan I-otor No. I Cooling Water Out B l No
- -' ' 11/2"k S" 0 CS, , .a a, M.otor No. 1 Cooling Water In *, B _____ _____ No, P0 J 80 6"CS 80 CS Fan Myotor No. 2 Cooling Water in B Ye No-I 203 2 Ia" 80 CS 61" 80 CS Fan eenotor Ioa. 2 Cooling Water Out B 3_.1 No QZ18¢ ,2 1' 8" 0 6S1" 0 S Eerey ollN. ooigWtrn .. !Ye Tgeo.l 2ll " I 12 6" 80 CS Pan 1otor No. 3 Cooling Water In B No
.3t6 v *; IP" 80"cs 6" 80 CS Fan Motor No. 3 Cooling Water Out ____ No "
, 8 ,12 0 CS Emergency Coil No. I. Cooling Water In B 31_._ Yea I Tye No. 11
" 8 40 CS 12" 80 CS Vnergency Coil No. I Cooling Water Cut B z-1.1 Yes 7- " o" 0 CS CS Xgeyo oooL*-er2 Wo n 11.7I*I - "
-27
-8* ; 8. 40 4 Cos 12" .0 CS Emiergency Coll No. 2 Coolng Water 0e B -. IeI , Yes _ _ .
't-c 11 1 , -l, 1-nnp'-enev Co' -,i No. 'I Coolimq Water To ~ .
, 2 1 8: 22 3-0 CS nuaercente Coil No. 9 Cool ratur Yes 4?- '
l" 10
" lol 40 l0" ho 40 e Cp CS l"6 1418 1"
L 80 8V 80L CS Cs CS Ventilation mal ventilation NX o','ainTest Bldg. Lea? Coil LCoi.ro re.Coolia
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B
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_e Ne;O. !IT 6" 2. 42o i m 12" 31o CS XeBldg. Lee Test
.. R.elief ,.No B 31,7 7q...7111 ___,_' I_.__-_____.
22 222'l ____ poopent, Access-2 -40S ss 6o 80 CS .C. Drain Tank Demin. Water K!I%2uo B !ý.l1 10 IoI-U7 40S SS 8' 30 Drain from N.C. Drain Tank B -71o l_,Bo1C 80 C S N2 Supply to 11.C. Drain Is-f~r _;.i.N 13 22 8 CS Electrical Spaere f c , . ,--_____4 To o 122 80 CS Electrical Smare . "
22, 2~ 8" 40 CS 12" 80 Bo CS IShield Coolig ýSyst.B ý+Letdown Cooler B in B 3..~1 4. No Type No. III I 20 58 4.2L CS 12" 80 CS Shield Cooling Syst. B + Letdown Cooler B Out B 3..l - No I
+-j II t_0 CS Piin ____ Tye No. V
__- . iiV /- c-! ____ " . ___"~i
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QJAJR. I 00 LjBE~tT kSSOCAiS. INC.
liS A2m.D. LIS EGINE'tRS AND 'CONSULTANTS
[ UR 6. -" A**,NGPENNA. ANONEW YORK.N
-CR 2'C' YL*ZA R-A3 QIJAOR 7-=-;=R. IN T-3:
FEN. QjUDR PROCESS PIPE 51MVE F; 6 ~ii LOCAi IO BELLOWSM. S Pit S. RFEEC 110. No0. SIZE SCI4 MATh SiZ E ISCM 194 OF a~N TKKS.
P____ DETAIM3-
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2' 18" 30To-a-3 SO I a z 2TC z~- s ' _ _ _ _ _
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50 3 'llrz-.Zo '-'-- T ve No. TV
- 2l 50 ýs ITr-is ~I____ 'o.e TV--
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30 Tv e No. VI 4,
K-3 3 4' "l 4 s I 3j 2,-C. a pe No. III 1
35 4" 4o CS -c So ZS -""_ Nc. ý::Z Oý W Yae -- a -NO__
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3- 5 ro II , s 32 3 No-TpNoV 3 I 2;Z 40' CS Z_ ZA
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3344" 1,-- Z F7 Saýmet 3.7. '1 Yes1
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QUADR. 00DR l. Sbetj6 I4I.RfS5$DCI.AT~S. INC-QIJD. NOTE: CS = AST4' A ~.3Gr. B up to 241" 0.D.
PENETRTION LS E&ST191NEER! AIAOCONSULTANTS TUJRB B SS = AST!. A 3ý2, Tp 304 Up to 12" O.D.-, . . .Q. c. READING. PENNA. ANDNEWYORK.N.Y.
FCR 27C: 14" 0.D. and 3lexger AS'S4A 358 CIR757JA RIVER UNIT NO. 3 ~ . ~4201t w:$-.5Y-r c, "F -_RBlA POWER CORPORATION E-. w ,.. ... . . . W .. ....
UADR. 21 AX. B1QUADR. n--TRATIO IN QQuADRANT III(cnnt' R .
c° "0":. ° 1800 PN QUADR. PROCESS PIPE T SILEEVE ___T DESIGNATION PIPINCE SEISI1 LOCATION BELLOWS PROCESS RFESS '-INS- REFCRENCE 110-3
- 00. SIZE IQ. SCH IMATL 16sI SIZE.
1 SCN MATL o c
_______________________ CODE 31.7 ifCLASS ______TEMP OF psia THKS. DETAILS "16OS]SS 8" 8 CS Nigh H Pressure oijection Line to LooP "B" B 31.7 - - Yes Type No. IT 3- 3 2,1 16os ss 8" 80 CS . High Pressure !nJection Line to Loop "B" 13 U.7 - T Yes -
-434" 160G 35 10 8 CS ~RQP Seal Water Supplyv E2 1 ..Tn .7 LT . -o xxp" 'N ITT 33 3 4" 4s ss I!" 50 CS I RB Simp Discharge B 31.1 II No 3I-0 3 8" 4OS SS 14*' 80 CS Reactor Bldg. Spray Supply Ring No.1 P317 I Yes Type No.11 34! . 8", 40s SS 14" 80 CS Reactor Bldg. Spray Supply Ring No. 2 1 31.7 11 I Yes "
3 loll o0" 6 s SS 1 80 CS Decay Heat Loop to Reactor Vessel B 31.7!! I Yes Type No. I Air
.* a-- I -
Ye -~p ibi No I
. 3 i0". 160s SS -4*V - 80 CS Decay Heat Loco to Reactor Vessel B 31.711 1 Yea -..
-, 3 12" -OS SS !y't 80 CS Decay Heat Lo-on from Reactor Vessel B 31.7 1 1 Yes.
1-4= __4" 40s SS *leev. is a tach- Recirculaton Line B 31.7 1 I No
_4 14"70 _ _S_ _ _ _ __to_ _ _
14" 4o0 ss d t e _ Fecircl Line
-io e B 31.7 I No
~ . b ~ S SD '141 0 CS FeTransferCanalPi I ILi-ne IT3.11 ___ No ___e _ _ _ feNo. TIll 3LB t 3 .ppli by cthers 40" .375 CS Fuel Transfer Tube No. 2 B 31.7 .1 I No Type No. VII1 3 2" 10S SS oi8 CS R.C. Drain Tank Vent to WD 31.7111 II No Type No. III L 3 Ill hoe SS 6" 80 CS X5 Borated Water Supply to C.F. Tank "B'" B 31.7 1 NOo--!1 _ _"
1 ySISs 4 6" +80 CS Vent to W.fl.from C.F. Tanks "A" and "B" BN31.7_1_-11_1_NO 3 iI1"2 OS SS 6" 80_ CS Bleed Lice from C.F. Tend. "A" and "B" to W.D. B ?1.7 1 No
,;3 31 I Lo CS Ppn Spare _____ ____ __ __+ Type No. V ll 1ý6os ss 8" j 80 CS Vent Header B Yea7 Type Noi 3 5 3 3 -"1160 CS 6" 80 CS :12Fill Line to Steam Generator "A & "B" Fm- . o I I TYNe No. TIT I l" 40 CS 6" 180 CS R.XBLd,. Air Sampling B 31.7 ! I .11I No "
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= ASIM A 126 Gr B up-S t"o212 O.D. MMMATION LIST **.NGINEXR!
' ANlife0NWULTA'NTS SS = AST!.NA 312, 7 30 vp to 2 .D., .- RE40ING.PENNA. AND NEW YORK. Y.
B1" O. D. and l ar ge r A MA 3 58 CT A LR r M L MTNO -3 /o
______ L7 ZCR 270- - 0A-0 =
FLORIDA Pt6ME CC3RPATICN I' 5EV
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QUAOR.2 AUX. B QUADR. 3 E BATIO III QUADRANT TV....
PEN.
NO.
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QUADRI PRGCESS PIPE 4
4 NO. SIZEI -SCI JMATL 1
SIZE!
i8,
' SLEEVE__
SC, 80 iCS CS
.ATL _
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N. 3APower Sul C No RCP No.'otC3A Power Suvply DESIGNATION PIPING CODE COD.
SEISMIC CLASS
_ OAro,
__I_______
t 'BELLOWSPROCESS E S'[INS.
TEMP OF p si TKS.'
TeN.
(-F~
___.o REFER CE DTALS
_lo3 4 18" 80o CSjcP No. 3CPower Supplr 40m ,l 8011 CS RCP No. 3A Power Supply
. Bo -
IO1 RC Buildinig Lights +SaUAC & DCMotors 1-.
'I
- 12" 80 CS Press, Heater Power Stmlv _
~~ tj~~12 80 Press. Heater Power Supp=1_
t-Cs _ ___
iiL 12" 80 CS Press. Heater Power Supoly I -
8 9A)2" 0 0S Control Rod Drive ower Supply
/16 3' 1-"f )80 CS Control Rod Drive ?ower Suoly -!- - "
4'/ 12 " 8C t S Incs , -oe instr ~enetion -Coax/Triax "
10k -" 2" 8 S Control Rod Drive Power Supply_____ ___ _____ _ ______ ________
40*i - --- I.LI -I-J
- ~12 80 CS Thermoccaivles - -.
4-if' Z /3
'f .]* 12" f ]80 I CS Misceils"neous Control Circuits . ,. ___
01 1 3--8 C Low VolItage DC Instrissentation Control Rds ____ _________ __I_________
I C 133 -k 1 12 80 CS tMis0. Instr trnentan"ion _________ "
4 4 4l-
ý2*
- 4.* " ___ 40 I CS 0o"1880 lc.
80i 80 i .CS IcElectricall CS4etia CS Rd Spare No. 3A- SpREeCoo- _' Water In B' .'-
_____ T l'T No ,VQ .. o.I TTTo, 3 1.
3 .4P2 4 -1 1 4' __"" CS So 8 C ROP -in. !A-1 Coolinga Water Bu *;. I 4~b 4CS 10" 80 CS fRCP No. 3A-2 Cool~ng Water In tB 31.1 I ____ No___ ______
1 . -62 4" 40 CS 10", 80 CS [RCP No. 3A-2 Cool-ing Water Out B 31.1 I ____ No ________
0 CS piuj .ý Sma.me{ -
428 4 j12" 80 CS 4Piping, Spare____
///
429 4 2" 40 CS 6" 830 CS 4Contpair.nt Bldg. Pressure Senising B 31.7 111 1 ____ No Typ__e Ho. IIIý i 14~, 2" 40 CS 1So" CS Iconia.imnet Bldg. Pressure Sem.i5, 13317111 1 No _________
~b 2" 40 S 6". 830 CS Conteairuent Bldg. Pressure Senising B 31.7 111 I Nto __
41 3 )'2" 4°0 6" "I 13o CS Contalment Bldg. Pressure Sensing B 31.7 111 1 NO 1
4V/8 - j9".S 0' . CS Persoitnel Access
L
-s
. TURR B J' . NOTE: CS =A- WA 106 Gr. B up to 24" O.D. PEN'MTI:1 LIST C-D. .,E!;GNEERS;ANf) COW5LANTS S = AS A 312, Tp 304 up to 22" oD-,
SR . EADNr. PENA. ANDNEW YORK.N.Y, quo HCRCR 270" 20 930O.D. and larger ASr. A 358 14" CRYSTAL RVER U11IT 10. 3 ..... 4203:". I--: " "20 ... -""-"
9270 TP 3 FLORDA POWE CORPORATION o Q- I s.
QUAD R. z ý ýAUXB . UAD R. 3 . . ...... . . .o q v ( c ont 'd ...... ........ . ... . . . . . _
1800 PEN. _.UADR PROCESS PIPE SLEEVE DEMGORATION PIPING , EIHC QCAIION"BELLOWS IRCS PRPCFSSINS. REFERENCE NO. NO. SIZE SCH MATL SIZE SCH 14ATL CODE CLASS TM OF .sia THKS. DETAILS 4~ .& j:L. 80 C -AV, -- Kr..4- T 435 _ _&__ _S SS 81- 80 CS Pressuwe In.jection Line nAlAigh to oA"M B 3i.7 T *-. -
436 4 u*Ied other: 40" 0.35 CS Pel.Trensfer Tube No. 1 BR31,7 T X -2_- Tb4,a- N VIII 4
vl* A 1 1. 4iouss16 80 CS *.oaia4 Borated Water Sup~to C.F. Tank "A" B 31.7 111 1~ - No -Tylpe No. III
- 1" 8080 CS0 6 Cs 2"-i1 Line to Pressurizer B --. I II No - 1 3 /5"ooo65, SS 80 os CS Sazg.-.n Line froma Pressurizer B 31.7 T7 II _____ Yes ___ .___ Type No.
'4oO51*6ý, _. S 80 CS Samr-ih Line frtom Steam Generator "A" Sec. B 31.1 T Yes -
441 4' 3, 0.065 SS "- 80 CS Samplng Line from Steam Generator "B" Sec. B 31.1 IX Yes 442 44 ' " 12" 80 CS Pip2-..g Spare ._Type No. V
. z/'- S122" 80 CS Low Toltage DC Instrumentation - Control.. Type N,. IV Is' S... ...
- :**(.* F .
.:-,.- :,'5,p-.
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4 ,5 1 ' : - .... - ,": ,' 5p 9,.',;. ... -... * ";. .. . .. ,. .j .. .
i _____ ' ' , r*~ *,r, K
( ____ _____ _________ ,
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- d. Lh.h 71 IIII Ii U
'I FLORIDA POWE" CORPORAioN P0' E ENGINEERING &COfv ROCTION DEPT.
CRYSTA RIVER. UNIT 3 APPrOVE0 ey:
SIMCIFICATION FOR WURlI XG AND DEIVERLNG OF STRU3TERAL COXCT SP-5569 OCIVR 17, 1968 CRYSTAL R-M - U0 NO. 3 FLORIDA AER CORMI-ATION ITC - 321-A3.2 U49~t~
APPROVED -
f DEFI. PE=rOJ~2GR.
- - DATE ISU= FO-4 CRYSTAL RIVER UNiIT 3 DATE QU,-ALITY PROG, .- ;,M REVI-w and DOCUMENTATION Gilbelrt Associates, Inc. REQUIRED 525 Lancaster Avenue Reading, Pennsylvania S.N.D. - W.A.D.
w.0. 14203-00 Addendum A October 17, 1968 Addendum B January 22, 1969 Addendum C
SW-5569 10-17-68
~D
- S..t 1 of 1 Jtme 23, 1971 SECTION III - DETAILED SPECIFICATIONS 3:09 Admixtures 3:09.1- Air Entraining Admixture:
Subitem 1.:
Delete this subitem as written in Addendum B (dated Januey 22, 1969) in its entirety and replace with the following:
"1. All structural concrete shell be considered subject to potentially destructive exposure and shall contain entrained air in amounts conforming with the follo;ing:
Nominal Maximum Size Total Air Content of Coarse A&gregate %by Volume 3/min 3-6 1-1/2 in 3 -6 3:11 MixinS Concrete 3:11.2 Transit Mixing:
Third sentence - Lines 5, 6, and 7:
-Delete this sentence in its entirety and replace with the following:
"The maxi*im number of revolutions at mi.ing speed shall b, 110; Ay additional mixing shall be at agitating speed, as required by ASTM C 94-67."
"R Ily~I-t'AgýRCO!4RAT:ON1 CRYSTAL RIVEr? - UNIT 3 AP~ BY:
.Date 3 Wer. - Pw f~uclear Poj.
SPECIFICATI0N FOR FURNISHING AND DEIIVERI."G OF STRUCTURAL CON*CRETE CRYSTAL RIVER - UNIT NO. 3 FLORIDA POWER CORPORATION SP-5569 OCTOBER 17, 1968 FPC-321-A3. 2
~4A~~3 APPROVED -DZPT.
K~w~ IPWIECT ZNGR.
?--I ) - L6 DT 13SUED FOR #RYSTA.L RIVER -UNIT 3 DT Gilbert Associates, Inc.
525 Lancaster Avenue Reading, Pt .. nsylvania S.N.D. - W.A.D.
W.o. 4203-00 Addendum A October 17, l963 Addendum B January 22, t,*')
Addendwu- C Us et D March 13, 196)
SP-5569 10-17-63 ADEENDUM A Sheet 1 of 2 October 17, 1968 SECTION II - PROPOSAL Attached to this addendum is Alternate Proposal Form for use as specified in this addendum, subitem 3:07.1.
SECTION III - DETAILED SP=IFICATIONS 3:07 Aggregates 3:07.1 Fine Aggregates:
Add the following paragraph to this subitem:
Alternate prices for concrete made with the following fine aggregate ASTM C 33-67 modified sieve analysis:
Sieve Percentage Passing No. 4 99-100 No. 8 85-100 No. 16 65-97 No. 30 30-70 No. 50 5-35 No. 100 0-5 3:09 Admixtures 3:09.2 Fourth line, after "Master Builders Co.," add the following:
"Daratard HC, a product of W. R. Grace and Company,"
(.
SP-1))-U6 10-17-68 ADDENDUM B r C. Sheet 1 of 3 January 22, 1969 SECTION III - DETAILED SPECIFICATIONS 3:05 Design, Mixes 3:05.1 Structural Concrete Containing No Fly Ash:
Delete contents of this subitem in its entirety and replace with the following:
max. Minimum Maximum Maximum Size Placing Concrete Strength Slump Coarse Aggregate Temoa Class (In-uct_
es) (Inches) 70 F 5000-3 5000 3 -1/2" 70 F 5000-3 5000 3 3/14" 90 F 5000-4 5000 4 1-1/2" 90 F 5000-4 5000 4 3/4" 90 F 3000-h4 3000 4 1-1/2" 3000-14 3000 90 F 000-i&
4 3/4"1 90 F 3 15o0-4 3000 3/8" 90 F 1500 4 1-1/2" (9 3: O0 Cement 3:06.2 Delete this subitem in its entirety ane replace with the followina:
The cement manufacturer shall provide, for the OWNER'S use, four certified copies of mill test reports hovincn physical and chemical composition on each mill run or sealed storaze bin and certifying that th? cement complys vith the Specification on each shipment delivered to the Supplier.
3:07 ~
rgat.s 1
3:07.1 Fine Aggregates:
Delete the contents of this subitem in its entirety and replace vLh the following:
1, Fine aggregate shall conform to ACI-301-66, Only natural sand shc1l be used. Samples of the prý'.osed CCZreGate shall be sub-mitted to the e:ing Laboratory for -ezTing .o insure compliance vith concrete a3gregates, Spec, for, AST, C 33-67 except as modl-fied herein,
i0-17-68 ADDENWM A A Sheet 2 of 2 October 17, 1968 ALTERNATE PROPOSAL To: Florida Power Corporation P. o. Box 14042 St. Petersburg, Ftorida 33733 Attention: Mr. C. H. Thompson Purchasing Agent Gentlemen:
The undersigned hereby proposes to furnish ready-mixed concrete for the Unit No. 3 addition to Florida Power Corporation's Crystal River Plant, in accordance with Addendum 1, Spec. No. SP-5569 for the following prices:
Unit prices for furnishing ready-mixed concrete containing no fly ash and of the classes indicated:
(70 F) Class 5000-2 (1-1/2" Ag.) $ per cubic yard (70 F) Class 5000-2 (3/4" Agg.) $ per cubic yard Class 5000-4 (1-1/2" Agg.) $ per cubic yard class 5ooo-4 (3/4" Agg.) Sper cubic yard Class 3000-4 (1-1/2" Agg.) $ per cubic yard dlass 3000-4 (3/4" A.g.) $ per cubic yard Class 3000-4 (3/8- A..) $ per cubic yard Class 1500-4 (1-1/2" Agg.) $ per cubic yard Unit prices for furnishing ready-mixed concrete containing fly ash and of the classes indicated:
Class 3000-4 (1-1/2" Agg.) $ per cubic yard Class 3000-4 (3/4" Agg.) $ per cubic yard Class 1500-4 (1-1/2" A.g.) $ per cubic yard It is hereby stated that the undersigned can maintain delivery of ready-mixed con-crete at a maxi-im rate of cubicyards per hour continuously.
Date of Bid Signed By Title Business Address of Bidder State of Incorporation Address of Principal Office
SP-5569 10-17-68 ADDENDUM B Sheet 2 of 3 January 22, 19b9
- 2. The grading and uniformity of the fine aggregate shall conform to the following requirement as del"vered to the mixers.
Sieve Designation, U.S, Percentage by Weight Standard S.-,e Mesh Passing No, 24 95 - 100 No. 8 85 - 100 No. 16 65 - 97 No. 30 30 - 70 No. 50 5 - 35 No. 100 0-5
- 3. In addition to the grading limits above, the fine aggregate, as delivered to the mixer shall have a fineness modulus of not less than 2.20 nor more than 2,70; however, -.he fineness modulus =ay not vary more than 0,20 from the value assumed in selecting pro-perties for the concrete. This variation to be based on an average of the la-st t-hal ... l n used unless approved by the OWNER in "iriting after the results of the test have been ascertained. The source of the fine aggregate shall not be changed without the vritten approval of the 0WNER.
3:09 Admixtures 3:09.1 Air Entraining Admixtures:
1, Delete the coatents of this subitem in its entirety and replace vith the folloving:
- 1. All structural concrete shall be considered subject to potentially destructive erposure and shall contain entrained air in amounts canforming vith the folloving:
Nominal Maxim= Size Total Air Content of Coarse Agrcresate % by Volume 3/4 in. 4-6 1-1/2 in. 14-6 (0.
S " SP-5569 10-1T-68 ADDENDUM B Sheet 3 of 3 January 22, 1969 3:12 Quality Control Delete the contents of this Item in its entirety and replace with the following:
3:12.1 The OZNER will furnish the services of an inspector at the site who will make slump tests, make test cylinders, check air content and record weather conditions. With OWNER and/or ENGINEER approval, he will make adjustments in the mix proportions, if necessary, to meet the requirements of this Specification. Finally the OWNER and/or ENGINEER will have the right to reject any concrete which does not meet or can not be adjusted to meet the requirements of this Specification.
3:12.2 The evaluation of test results will be in accordance with Chapter 17 of ACI 301-66, Whenever tests of the laboratory cure cylinders fail to meet the requirements set forth in this Spec 4 fication, the OWNER/
ENGINEER shall have the right, at the supplier's expense to order changes to the proportions of the mix to meet design mix requirements, The supplier shall reimburse the OWNER for the cost of removing and replacing defective concrete including the cost of forming, form removal, reinforcing steel, imbedments, and all other related work and ziaterials when and if the defective concrete is the fault of the supplier.
3:12.3 Quality Control - The supplier will furnish in writing his batch plant operating procedures as well as his Quality Control procedures which he intends to use to insure that his product meets the requirements as outlined in. theme Specifications. In addition the supplier will pro-vide, for the OWNER'S use, four copies each of the following reports:
- 1. Reports as listed under Section 1:03 of these Specifications.
- 2. Mill test reports as outlined under 3:06,2 of these Specifications,
- 3. Lab tests of batch plant water as listed under 3:08 of these Specificationse Copies of reports will be mailed to:
Florida Power Corporation P, 0. Box 276 Crystal River, Florida Attention: Mr. Ed Froats
SP-5569 10-17-19 (jý--
ADMEIDLUM C Sheet 1 of 1 March 13, 1969 SECTION III DETAILED SPEC IFICATICNS 3:07 Aggregates Add new item "3:07.3" to read as follows:
"Freezing and Thewing Tests:
"The freezing and thawimg tests as required by AST4 C 33-67, Paragraph 10.1.16, shall be waived."
ADDENDUM B, January 22, 1969 SECTION III DETAIED SPECIFICATIONS 3:05 Design Mixes (e 3:-0 5,-I Struictural Concrete Containing No Fly Ash:
Delete the conten-s of this subitem in its entirety and replace with the following; Max. Minimum Maximum Maximum Size Placing Concretre Strength Slump Coarse Aggregate Temp. Class (PSI) (Inches) (Inches)
- 70. F 5000-3 5000 3 1-1/2" 70 F 5000-3 5000 3 3/4" 90 F 5000-4. 5000 4 1-1/2" 90 F 5ooo-4 5000 4 3/41" 90 F 3000-4 3000 4 1-1/2" 90 F 3000-4 3000 4 3/4" 90 F 3000-4 3000 4 3/811 90 F 1500-4 1500 4 1-1/2" (0
SP-5569 10-17-68
!f CONTENTS Section Title Pages I Instructions to Bidders 1-1 thru 1-2 II Proposal II-1 thru 11-6 III Detailed Specifications III-1 thru 111-7 GILBERT ASSOCIATES, INC.
- - SP-5569 10-17-68 ADWý" D Sheet I of 1 Jtme 23, 1971 SECTION III - DETAILED SPECIFICATIOMS 3:09 Admixtures 3:09.1- Air Entraining Admixture:
Subitem 1.:
Delete this subitem as written in Addendum 3 (dated January 22, 1969) in its entirety end replace with the folloming:
"I. All structural concrete shell be considered subject to potentially destructive exposure and shall contain entrained air in amo= ts conforming with the following:
Nominal Maximum Size Total Air COntent of Coarse Aggregate %by Volume 3/4 in 3 -6 1-1/2 in' 3 - 6 3:11 AMixing Concrete 3:11.2 Transit Mixing:
Third sentence - Lines 5, 6, and 7:
-Delete this sentence in its entirety and replace with the following:
"The maximum number of revolutions at aixing speed shall be 110; Any additional mixing shall be at agitating speed, as required by ASTM C 94-67."
I I v RIVE.9 CRpySTAL tf*'!',DP'3
... - UNIT
"?It z~ BY:
SPMIFICATION FOR FMNI5.i-.G AN LEM-R- OF STUTXL G=713 CRYSTAL RI'*R - =I- NO. 3 FLQIUD ?O--R PA cC? :1ATIO; SP-5569 (o_'1aR 177, i968 FPC-321--A3.2
~A4Jx~" 'IV, It APPROVED -DEP. F-.'?: SZ~T EZ'.-- J-DAU
.1SSLhi FOR IRYSAI. JVR UNIT 3 DT Gilbert Asscclatees, Ir*,c.
525 Iancaser Aven'ue Reading, Pe..nsyl'ania S.N.D. - W.A.D.
w.o. 4o23-co AddenLd-= A October.- , :17 Addendt=m B January 22, :-
Addend,= C
-Asreh i, -.
Pr-63 C ~ADrDOWM A Sheet I of 2 October 17, 1963 SECTION II - PROPOSAL Attached to this addendum is Alternate Proposal Form for use as specified in -__s addendum, subitem 3:07.1.
SECTION III - DETAILED SPECIFICATIONS 3:07 Aggregates 3:07.1 Fine Aggregates:
Add the following paragraph to this subitem:
Alternate prices for concrete made with the following fine aggregate ASTM C 33-67 modified sieve analysis:
Sieve Percentage Passing No. 4 99-100 No. 8 85-100 No. 16 65-97 No. 30 30-70 No. 50 5-35 No. 100 0-5 3:09 Admixtures 3:09.2 Fourth line, after "Master Builders Co.," add the following:
"Daratard HC, a product of W. R. Grace and Company,"
(
' 10 68 ADDENDJM A Sheet 2 of 2 October 17, 1968 ALTEMMATE PROPOSAL To: Florida Power Corporation P. 0. Box 14042 St. Petersburg, Florida 33733 Attention: Mr. C. H. Thompson Purchasing Agent Gentlemen:
The undersigned hereby proposes to furnish ready-mixed concrete for the Unit No. 3 addition to Florida Power Corporation's Crystal River Plant, in accordance with Addendum 1., Spec. No. SP-5569 for the following prices:
Unit prices for furnishing ready-mixed concrete containing no fly ash and of the classes in~icated:
(70 7) Class 5000-2 (1-1/2" Agg.) $ per cubic yard (70 F) Class 5000-2 (3/4" Agg.) $ per cubic yard (I Class 5000-4 (1-1/2" Agg.) $ per cubic yard Class 5000-4 (3/4" Agg.) $ per cubic yard Class 3000-4 (1-1/2" Agg.) $ per cubic yard Class 3000-4 (3/4" Agg.) $ per cubic yard Class 3000-4 (3/8" Agg.) $ per cubic yard Class 1500-4 (1-1/2" Agg.) $ per cubic yard Unit prices for furnishing ready-mixed concrete containing fly ash and of the classes indicated:
Class 3000-4 (1-1/2" Agg.) $ per cubic yard Class 3000-4 (3/4" Agg.) $ per cubic yard Class 1500-4 (1-1/2" Agg.) $ per cubic yard It is hereby stated that the undersigned can maintain delivery of ready-mixed con-crete at a maximum rate of cubic yards per hour continuously.
Date of B+.d Signed By Ti tle Business Address of Bidder Stste of Zncorporation Address of Principal Office
"o-17-68 SP-5569 ADDENDU1M B Sheet 1 of 3 January 22, 1969 SECTIO IiI - DETAILED SPECIFIC'r.I-_0:S 3:05 Desia_ *Mixes 3:05.1 Structural Concrete Containing No Fly Ash:
Delete contents of this subitem in its entirety and replace with the fo1lo-ling:
Max, Minimum Maximum Maximum Size Placing Concrete Strentth Slump Coarse Aggregate Temn, Class (PSI) (Inc* es) (Inches) --
TO F 5000-3 5000 3 1-1/2" TO F 5000-3 5000 3 3/4" 90 F 5ooo-4 5000 4 1-1/2" 90 F 5 00o-h 5000 4 3/41' 90 F 3000-4 3000 4 1-1/2" 90 F 3000-4 3000 4 3/4" 90 F 3o00-4 3030 4 3/8" 90 F 150o-4 1500 4 1-1/2" 3: 0 Ceent 3:06.2 Delete this subitem in its entirety an.; replace vith the followinn:
The cem-ent manufacturer shall provide, for the OWNER'S use, four certified copies of =-11 test reports Ehc-zInS physical and chemical composition on each mill run or sealed stcra.e bin and certifyins that th?- cement complys with the Specification on each shipment deliverel to the Supplier, 3:OT 07atzs 3:OT.1 Fine AgKregates :
Delete the contents of this subitem in its entirety and replace vibh the follovin*;
- 1. Fine aEgre:zate shall conform to ACI-30!-66, Only natural sand shcll be used. Sa-ples of the pr,.,one3 aSCregate shall be sub.
mit-ed to the Lnboratory fcr teztin5 -o insure comrpliance Las~in, vi:h concrete azre~ t s, Spec. for, ASTM C 33-6b/ except as modi-fied hereini
S1-5569 13-17-68 ADDENDW' B Ci Sheet 2 of 3 January 22, 19b9 2, The grading and uniformity of the fine aggregate shall canform to the following requirement as delivered to the mixers:
Sieve Designation, UoSo Percentage by Weigm*
Standard Sure Mesh Passing No. 4 95 - 100 No, 8 85 - 100 No. 16 65 - 97 No. 30 30 - 70 No. 53 5 - 35 Nod 1i0 0-5
- 3. In addition to -he grading limits above, the fine aggregate, as delivered to. the mixer shall have a fineness modulus of mot less than 2,20 nor =-re than 2.70; however, the fineness modulus may C not vary more :ban 0.20 from the value assumed in selecting pro-perties for the concrete. This variation to be based on an average of the last ten gradation samples. The aggregate shall not be u-rd unless auzJ ove4d by-r 14.t. "? n e .
the test have been ascertained, The source of the fine aggregate shall not be changed without the written approval of the OWNER.
3:09 Admixtures 3:09.1 Air Entraining Admixzures:
1, Delete the contents of this subitem in its entirety and replace with the following:
le All structural concrete shall be considered subject to pc.entially destructive exposure and shall contain entrained air in amounts conforming with the following:
Nominal Maximu= Size Total Air Content of Coarse Aggregate % by Volume 3/4 in. 4-6 1-1/2 in. 4-6
SP-5569 10-17-68 ADDENDUM 3 Sheet 3 of 3 January 22, 9169 3:12 Q(.ulity Control Delete the contents of this Item in its entirety and replace with the following:
3:12.1 The CUMER will furnish the services of an inspector at the site who will make slump tests, make test cylinders, check air content and record weather conditionsz With OWNER aid/or ENGINEE-R approval, he will make adjustments in the mix proportions, if necessary, to meet the requirements of this Specificatio=, Finally the OWNER and/or ENGINEER will have the right to reject any zoncrete which does not meet or can not be adjusted to meet the requi ements of this Specification.,
3:12.2 The evaluation of test results -vi.-l be in accordance with Chapter 17 of ACI 30.1-66, "4henever tests of the laboratory cure cylinders fail to meet the requirements set fort in this Spec 4 fication, the OWNER/
ENGINEER shall have the right, az the supplier's expense to order changes to the proportions of the mix to meet design mix requirements.
The supplier shall reimburse the -WNER for the cost of removing and replacing defective concrete incluiing the cost of forming, form removal, reinforcimg steel, imbe--ents, and all other related work and materials when and if the defective concrete is the fault of the supplier, 3:12.3 Quality Control- The supplier wi.l furnish in writing his batch plant operating procedures as well as his Quality Control procedures which he intends to use to insure that his product =eets the requirements as outlined in these Specifications. In addition the supplier will pro-vide, for the OWNER'S use, four c--pies each of the following reports:
- 1. Reports as listed under Sect4= 1:03 of these Specifications.
- 2. Mill test reports as outlined -under 3.06.2 of these Specifications.
- 3. Lab tests of batch plant water as listed under 3:08 of these Specificationsr Copies of reports will be "ai.4ed to:
Florida Paver Corporation P. 0. Box 276 iystal River, Florida Attention., Mr, Ed Froats
(
I SP- 5569 10-17-69 ADDENDLT4 C Sheet 1 of 1 March 13, 1969 SECTION III DETAILED SPEC IFITATIONS 3:07 Aggregates Add new item "3:07.3" to read as follows:
"Freezing and Thbving Tests:
"The freezing and thawing tests as required by ASTI4 C 33-67, Paragraph lO.1.l-6 shall be waived."
ADDENDU-1 B, January 22, 196, SECTION III DETAILED SPEC= ICATIONS 3:05 Design Mixes 3:05.1 Structural Conrrete Containing No Fly Ash:
Delete the conten=s of this subitem in its entirety and replace with the followin-:
Max. Minimum Maximum Maximum Size Placing Concre-_e Strength Slump Coarse Aggregate Temp. Class (psi) (Inches) (Inches) 70-F 5000-3 5000 3 1-1/2" 70 F 5000-3 5000 3 3/4" 9o F 500co- 5000 4 1-1/2" 9o F 5o00-* 5000 4 3/4" 90 F 3000o- 3000 4 1-1/2" 9o F 3000-` 3000 4 3/14" 9o F 3000-4 3000 14 3/8" 90 F 1500-4 1500 4 1-1/2"
SP-5569 10-17-68 CONTENTS Section r1Title Pages I Instructic-ns tc Bidders I-i thru 1-2 II Proposal II-1 thru 11-6 III Detailed Specifications III-i thru 111-7 rGILDENT A-5OCLATM, I.MC.
I SP-5569 10-17-68 SECTION I INSTRUCTIONS TO BIDDM INDEX Item Title Page 1:01 Invitation I-1 1:02 Submission of Proposals I-i 1:03 Preliminary Approval 1-2 1:04 Evaluation of Proposals 1-2 L:05 Acceptance of Proposals 1-2 (1:06 Shipping Information 1-2
(
LG1IMERT A.SSOCIATES, VC1.
SP-5 569 10-17-68 1:00 INSTRUCTIONS TO BIDDERS
( 1:01 Invitaticn Proposals are hereby requested by the Florida Power Corporation for the furnishing and delivering of all structural concrete as set forth in the attached Specification No. SP-5569, which will be incorporated in the Crystal River Plant Unit 3, located approximately five miles northwest of Crystal River, Florida.
1:02 Submission of Proposals 1:02.1 Proposals shall be sub=itted in quadruplicate and shall be transmitted to:
Florida Power Corporation P. 0. Box 14o42 St. Petersburg, Florida 33733 Attention: Mr. C. H. Thompson Purchasing Agent 1:02.2 Proposals must be rece-ived by Florida Power Corporation prior to twelve noon 1:02.3 Each Proposal shall be prepared using the Proposal Form, and any data forms, attached hereto. Bidders shall furnish with their Proposals all drawings, catalog data, and other supplementary information necessarf to describe thoroughly the materials and equipment covered by their Proposal.
1:02.4 Bidder shall furnish unit price quotations for the various classes of concrete as listed under 3:05. Approximately 86,000 cubic yards will be required. This quantitj is intended only as a guide and is not guaranteed. However, all unit prices shall be firm and shall not be subject to adjustment because of greater or lesser total quantities than anticipated.
1:02.5 The price stated in the Proposdl shall include all taxes and licenses which might lawfully be assessed, on the date of the Proposal, against Florida Power Corporation or the Bidder, in connection with the proposed WORK. Exception: Unless otherwise stated herein, Florida Sales and Use Tax shall not be included in the bid price.
1:02.6 The Bidders shall state in their Proposals that the materials and/or equipment will meet the Specifications as set forth herein. Any exceptions to the Specifications set forth herein shall be stated clearly in the Bidders' Proposals.
GILBERT ASSOCIATES, IMC.
I-i
SP-5569 1O-17-68 1:02.7 Bidders shall also state in their Pro=posals the complete terms of their guarantee applicable to the materials and/or equipmen* they propcse tc furnish under these Specifications.
1:o2.8 Bidders shall set forth in their Proposals the terms of pa.ment normal to their company, including cash and/or trade discounts allcwed, if any.
1:03 Preliminary Approval 1:03.1 Certified reports prepared by an independent testing ".abc*_tory and covering the materials and proportions of each zlass of concrete shall be submitted with each Bidders' Proposal.
1:03.2 Laboratory testing required for preliminary approval shall be done by an acceptable independent testing laboratory retained and paid. by the Bidder.
1:03.3 Reports on cement shall include the type, brand, manufactu_-er, composition, and method of handling (sack or bulk).
1:o3.4 Reports on aggregates shall include the source, type, gradation and specific gravity cf each aggregate and the results of all zests required to verify compliance with ASTM C 33-67.
1:o4 Evaluation of Proposals 1:04.1 The rate of supply of materials is a basic consideration cf the Contract.
The Proposals shall be based on the Bidders' ability to satisfy Florida Power Corporation sf their ability to furnish concrete at an adecuate rate of supply to meet the project requirements. The mininum acceDtal.e delivery rate sha.-l- be 150 cubic yards/hour. Bidders shall state in their proposals their maximum rate of supply in cy/h-r.
1:O4.2 It shall be understood that the evaluation of proposals received in accordance with these Instructions to Bidders and the attached Specifications will be conducted solely by Florida Power Corporation.
1:05 Acceptance of Prcoposals Florida Power Corpcration reserves the right tc accept or reject any or all Proposals.
1:06 Shipping Informaticn Bidders are advised that delivery shall be made to the plant site in accordance with AS24 C 94-67 as specified in Item 3:1-.3.
GILBERT ASSOCIATE, IX.
1-2
SP-5569 0o-17-68 PRCETAL To: Florida Power Corporatic=
P. 0. Box l042 St. Petersburg, Florida 33733 Attention: Mr. C. H. Trmpscn Purchasing Agent Gentlemen:
The undersigned hereby proposes to fTu--nish ready-mixed concrete for the Unit No. 3 addition to Florida Power Corporation's Crystal River Plant, in accordance with Specification Nc. SP-5569 for the foZlowing prices:
Unit prices for furnishing ready-mixed concrete containing no fly ash and of the classes. indicated:
(70 F) Class 5000-2 (1-1/2" Agg.) $ per cubic yard (70 F) Class 5000-2 (3/4" Agg.) $ per cubic yard Class 5000-4 (1-1/2" Agg.. $ per cubic yard Class 5000-4 (3/4" Agg.) $ per cubic yard i Class 3000-4 (1-1/2" Agg.) $ _ per cubic yard Class 3000-4 (3/4" Agg.) $ per cubic yard Class 3000-4 (3/8" Agg.) $ per cubic yard
.Class 1500-4 (1-1/2" Agg. $ per cubic yard Unit prices for furnishing ready-mixed- concrete containing fly ash and of the classes indicated:
Class 3000-4 (1-1/2" Agg.,j $ per cubic yard Class 3000-4 (3/4" Agg.) $ per cubic yard Class 1500-4 (1-1/2" Agg. ' $ per cubic yard It is hereby stated that the undersigned can maintain delivery of ready-mixed concrete at a maximum rate of cubic yards per hour cont.inuously.
Date of Bid Signed By __
Title Business Address of Bidder State of Incorp'ration Address of Prina:ipal Office If-1
SP-5569 10-17-68 SPECIFICATION DATA. Each bidder shall describe the materials, (Bidder's Name)
C equipment, procedures, and personnel he proposes to use for the work.
Note: Write entries boldly with black ink, or type entries using carbon back or ozalid ribbon. Do not use blue ink or a ball point pen.
Plant location:
Plant capacity cu yd/hr:
Delivery capacity cu yd/hr:
Delivery time from plant to min power plant building:
Brief description of qualifications of supervisory and technical personnel:
C (FLORIDA POWE CORPORATION)
(HEADY-MIXED CONCRETE )
C n1-2
SP- 5569 10-17----
(Bidder's Name)
(70 F) Concrete Class 5000-2 (1-1/2" Agg.)
Total gallons of water per cubic yard:
Cement factor per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
(70 F) Concrete Class 5000-2
.L311'Ag.
Total gallons of water per cubic yard:
Cement factor per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
(FLORIDA POWER CORPORATION)
(READY-MIXED C0RETE )
11-3
SP-5569 10-I7-68 (Bidder's Name)
Concrete Class 5000-4 (1-1/2" Agg.)
Total gallons of water per cubic yard:
Cement factor per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
Concrete Class 5000-4 (3/4" Ag.)
Total gallons of water per cubic yard:
Cement factor per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
(FLORID POWER CORPCRATION)
(RFADY-MXD CONCREE )
11-4
I SP-556 10-17-68 (Bidder's liame)
Without Fly Ash With Fly Ash Concrete Class 3000-4
-1/2" Agg._)
Total gallons of water per cubic yard:
Cement factor per cubic yard:
Fly ash.per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
Cc=crete Class 3000-4 S(3/4" Ag. )
Total gallons of water per cubic yard:
Cement factor per cubic yard:
Fly ash per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each adwixture:
Air content:
FIRIDA POWER CORPORATION)
PF-ADY-MIXED COICRETE )
n1-5
P SP-5569 10-17-68 (Bidder's Name)
Concrete Class 3000-4 (3/8" Agg,)
Total gallons of water per cubic yard:
Cement factor per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
C Concrete Class 1500-4 (1-1/2" Agg.) Without Fly Ash With Fly Ash Total gallons of water per cubic yard:
Cement factor per cubic yard:
Fly ash per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
C- (FLORTDA POWER CORPORATION)
(READY-MIXED CONCRETE 11-6
SP-5569 10-17-68 SECTION III DETAnED SPECIFICATIONS INDEX Item' Title Page Scope of Work III-1 3:01 Definitions III-1 3:02 Payment III-1 3:03 3:Oh Reference Codes and Specifications III-1 Design Mixes 111-2 3:05 3:06 Cement 111-3 3:07 Aggregates 111-3 Water II-3 3:08 3:09 'Admixtures 111-4 Water-Cement Ratio 111-4 3:10 3:11 Mixing Concrete 111-4 3:12 Quality Control 111-6 GILBERT ASSOCIATES, INC.
SP-5569 10-17-68 3:00 IETAILED SPECIFICATIONS 3:01 Scope of Work This Specification covers the furnishing and delivering of all structural concrete for Crystal River Station - Unit No. 3 of the Florida Power Corporation. The station site is located approximately five miles north-west of Crystal River, Florida.
3:02 Definitions -
It shall be understood that the following terms as used in the Specifi-cations shall have the meaning herein given:
- 1. "OWNER" shall mean the Florida Power Corporation.
- 2. "ENGINEER" shall mean Gilbert Associates, Inc., Consulting Engineers.
3- "SUPPLIER" shall mean the successful bidder for the material as outlined in these Specifications.
- 4. "TESTING LABORATORY" shall mean an independent testing laboratory selected and paid for by -lorida Power Corporation except as other-wise noted in these Specifitations.
3:03 Payment 3:03.1 Payment for furnishing concrete will be made on t.he basis of the deli-ery tickets described hereinafter. Each request for payment shall be accet-panied by one copy of the delivery tickets for which payment is requested.
Requests for payment may be made weekly, but shall not be made less often than monthly.
3:03.2 Total payment for the concrete furnisthed under these Specirications shall be the sum of the -mitprices stated in the Proposal multiplied by the actual number of corresponding u-nits of eaca class furnished and accepted for placement.
3:0o4 Reference Codes and Specifications All concrete shall be in accordance with the "Specification for Struct-ral Concrete for Buildings," ACI 301-66, "Building Code Requirements for Reinforced Concrete," ACI 318-63, and all current editions of applicable codes as referred to herein, except as may be modified by these Specifi-cations.
GILBERT ASSOCIATES, INC.
III-'
SP-5569 1o-17-68 3:05 Design Mixes Each concrete mix shall be designed and concrete shall be contro.led to meet the following requirements.
3:05.1 Structural Concrete Containing No Fly Ash:
.Max. Minimum Maximum Size Placing Concrete Strength Slump Coarse Aggrega:e 4'emp. Class (PSI) .(Inhces) (Inches) 70 F 5000-2 5000 2 1-1/2" 70 F 5000-2 5000 2 3/4" 90 F 5000-4 5000 4 1-1/2" 90 F 5000-4 5000 4 3/4" 90 F 3000-4 3000 4 1-1/2" 90 F 3000-4 3000 4 3/4" 90 F 3000-4 3000 4 3/8" 90 F 1500-4 1500 - 1-1/2" 3:05.2 Structural Concrete Containing Fly Ash:
Minimum Maximum Size Concrete Strength Slump Coarse Aggregate Class (Psi) (Inctes) (Inches) 3000-4 3000 4 1-1/2" 3ooo-4 3000 4 3/4" 1500-4 1500 4 1-1/2" 3:05.3 Maximum Fly Ash Content I. The maximum fly ash content for any mix shall not exceed 20 percent of the total weight of the cemet and fly ash used in the mix.
- 2. Fly ash accumulation, resulting from the OWNER'S operation of Crystal River Plant Unit No. 1, will be made available free cf charge at the hopper of the OWNER'S storage bin at the Crystal River Plant. OWNER-furnished fly ash shall be transported to the concrete plant with suitable eqo:-ipment designed to control dust.
3:05.4 The minimum strength specified shall be compressive strength at age 28 days as determined by ASTM C 39-66.
3:05.5 The determination of the water-cement ratio to attain the requirei-strength shall be in acc.- lance with Method 2, Section 308 of ACI 301-66.
The 5000 psi concrete snall be designed for prestressed and ultimate strength types, and the remainder of the concrete for working stress type. The SUPPLIER shall submit to :ne O1*NER for approval the propor-tions proposed for use and shall also furnish the required test data as evidence that the proportions selected will produce concrete of the spe:Lfied quality.
GILBERT ASSOCIATES, INIC.
111-2
3?-5569 i10-17-65 3:06 Cement 3:06.1 All cement =hall be Port-land Cement conforming to "Portland Ce-en.t Spec. for," ASTM C l 5O--7, Type II, o-r- =oderate teat Zydration. A-"l cement shall be confine-i to a single brand and whenever required b-; the OWNER, stall be sampled and tested --tne TESTING LABCRATORY to as-certain conformance witn ASTM C 150-67, Type II. -All cement stall _ave an establisned reputat-isn for being -nform in czaracter and stall be approved in writing by VvNER.
3:06.2 The manufacturer shall submit certified copies of -ill test repcrts to the OWNER showing chemical comnosition and certifying that tVe zeme=t complies wfth the Specifications.
3:06.3 The SUPPL=7R shall store the cement izn a dry place- and in such a manner as to permit easy access for proper mnsrection and identification cf each shipment. All cement stored at --ae Mixing pqant or constrOrct-.n site more tnan six mont=s shall be resanpled and tested before *sed.
3:07 Aggregates 3:07.1 Fine Aggregates:
Fine aggregate shall c-oforn to ACI _01-6. Only natural sand shall be used. Sarples of the _=roposed aggrezte shall be subtitted ct:te TESTING LABORATORY for testing to izn-ure compliance "it_ "Concrete Aggregates, Spec. for, ASTM C 33-6;. The aggrega-te snall not he used unless approved by the -A-B in wrining after the resu*ts of tne test have been ascertained. Tae source cf toe fine aggregate shall not be changed wittout the written approval of the OWNER.
3:07.2 Coarse Aggregate:
Coarse aggregate shall conform to AC: 3(C1-66. Sa-ples of the propcsed aggregate snall be subhitted to the TESTING LABORATJORY for testlng -o insure compliance with -:oncrete Aggregates, Spec. for," ASTM C 33-67.
The aggregate shall not: be used unless approved by the OWNER in wri-Lng after the results of th' test have been ascertained. The source of the coarse aggregate shall not be change-i witnout the -written approval of the OWNER.
3:08 Water Independent lab tests fLrnished by tte SUPPLIER, cf batch plant -ater shall be submitted initially and periodically as requested by CWNER to insure the mixing water shall be clea-n and potable, and shall tc-tain greater than 100 p-pm *acn of chlorides, sulfIes, and nitra;es, and the turbidity shall not exceed 2000 ppm.
GILB!?T. ASSCIATES. INC.
111-3
SP-5569 10-17-68 3:09 Admir:res 3:09.1 Air E=r.raining Admixture:
- 1. A:. structural concrete shall be considered subject to potentially destructive exposure and shall contain entrained air in amounts
.cnforming with the following:
Nominal Maximumn Size Total Air Content cf Coarse Aggregate % by Volume 3/4 in. 5-7 1-1/2 in. 4.5-5
- 2. .!- air entraining admixture shall be used conforming to "Air-M!_training Admixtures for Concrete, Spec. for," ASTM C 260-66 Tý 3:09.2 Water ?educing Densifier:
A water reducing densifier shall be added to all structural concrete.
The aimixture shall be "Plastiment," a product of Sika Chemical Company, "Pozz:lith, IO0-R," a product of the Master Builders Co., or "Protard", a prod.i:; of Protex Industries, Inc. These products shall conform in all respezts to "Chemical Admixtures for Concrete, Spec. for," ASTM C 494-67 T, Type -. The quantity to be added, the controlling temperatures, and the metho! of mixing shall conform to the manufacturers' recommendations for use z_ their product.
3:09.3 Calci.= Chloride:
Admix-ures containing calcium chloride shall not be used.
3:10 Water-Cement Ratio Maxi-!- water-cement ratio for various strength' of concrete shall be as follcvs:
Compressive Strength Gallons of Water/
(psi at 28 days) Sack of Cement 5000 5 3000 6 3:11 Mixinx Concrete 3:11.1 toasur.ng Materials:
A con:rete batch plant shall be utilized which complies in all respects incluting provisions for storage and precision of measurements with "Ready-Mixed Concrete, Spec. for," ASTM C 94-67. The TESTING LABORATORY will mantain an inspector at the batch plant to insure that the mix GILBERT ASSOCIATES, INC.
III-4
proportions comply with those for the design mixes
- Tau:ae-t Za modified as recuired by measurements to be made =:*~tent cf moisture on the aggregates. This inspector wtil test nerica-*
mix ingredients and shall insure that a ticket is ___-ideC_
batch as specified in Item 3:11.6 of this Specficatin=-.
3:11.2 Transit Mixing:
Ready-mixed concrete shall be mixed and tr"ansporsP ted acccr-L=a wit "Ready-.Mixed Concrete. Spec. for," ftM C 94 T-e ma'-f - t mixing in truck mixers loaded to maximum capacity a-1 he 7--
of the drum or blades after a:l of the ingredien:-ts. ý -aT -I-Tý --- are in the mixer. The raximum number :f revol-utions a-tC steen
__ l.T be 100; any additional mixing shall be at agitatfn steec* as _-e_
by ASTM C 94-67. All tracks shvall be equinped with a rvo iz - _tr_-er.
3:11.3 Delivery:
The concrete shall be delivered to the site and diszarg - be --
_77 pleted within 1-1/2 hcurs or before the drum has enevc re-Z=
revolutions, whichever comes first, after the i= o duz f -
water to the cement ann- aggregates, or the intrcýý=ifn of -=szea_= -t-the aggregates. In hct weather, me 1-12/' hour time `l s=a --
reduced, as directed by the =TINTI LA*BCA.TCRY a,'z" =--
which does not meet t_-'s reauiremenm may he re-ezzed at no -s-:: -te OWNER. However, the SJPPLIE-R will not he respcnsible for s--* =e site which are beyond. his control.
3:11.4 Hot Weather Concrete:
- 1. ExcepD as modified herein, hot weather concrete s-a-l co-with ACI 605. At air temperatures of 90 F or ac-7e., s-pecia_ -_. c*n.-e shall be adopted to keep the concrete as cco.m as =cssi:e- -n_
temperature of the concrete vhen. it is unloaded fr*rm thte =-uks shall not exceed 90 F.
- 2. Concrete for the containment structural walls, dcc, a-=t r-T.
have a placing temperature of no-t more than 70 F.
3:11.5 Mixing Water:
The proportion of water in each strength mix sbal be adjusd ==-"-as required by the content of surface -oistare on -z=e aggegaes- Ex-emn for this adjustment, mc changes in aaantity of mixig tater _ ne
=...
made without the approral of the OW!IR.
3:11.6 Batch Record:
Each batch of concrete shall be recorded on a ticket which =.vides the date, actual proportions of the mix, concrete design strem.-=, desti-ntaticm GILBERT ASSOCIAT, INC.
Irr-5
SP-5569 10-17-68 as to portion of structure, and identification of transit mixer. The truck driver shaiJ_, deliver this record to the C-T.ER with a copy to the
=STING LABORATO.RY personnel at the location whner e the concrete is delivered. As recuired by ASTM C 94-67, the batch ticket shall also include the time .oaded, amount of concrete, and reading of revolution
-ounter at first addition of water.
3:12 Quality Control 3:12-1 The OTWER will obtain the services of a TESTING LABORATORY which will perform the functions hereinafter specified:
- i. Sample and test cement, when reauired by the OWNER, to ascertain conformance with ASTM C 150-67, Type II.
- 2. Test samples cf fine and coarse aggregates to ascertain conformance with the following ASTM specifications:
- a. C 29-67 T "Unit Weight of Aggregate, Test for."
- b. C 4o0-66 "Organic Impurities in Sands for-Concrete, Test for."
- c. C 127-59 "Specific Gravity and Absorption of Coarse Aggregate, Test _PCr."
- d. C 128-59 "Specific Gravity and Absorption of Fine Aggregate, Test for."
- e. C 136-67 "'Sieve or Screen Analysis of -ine and Coarse Aggregates, Test for."
3- Conduct peric-ic tests to determine surface moisture content of aggregates.
- 4. During concreting operations, furnish the services of an inspector at the batch coant who will certify the =ix proportions and conduct the tests itemized above.
- 5. Furrnish the sez--rices of an inspector at the site who will make slump tests, make test cylinders, check air content, and record weather conditions. With OWNER/ENGINEER approval, ne will make adjustments in the mix proportions, if necessary, to meet the requirements of this Specification. Finally, he will have toe right to reject any concrete which does not meet or cannot be a, -usted to meet the requirements of this Specification.
- 6. *aintain all q.ality control and test records, which will include certified copies of mill test reports for the cement and batch tickets for each batch of concrete.
,GILBERT ASSOCrATErS, INC.
I. SP-5569 10-17-63 3:12.2 The evaluation of test results will be in accordance with Chapter 17 of ACI 301-66. Sufficient tests will be conducted to provide an evaluation of concrete strength in accordance with this Specification. Whenever it appears that tests of the laboratory cured cylinders fail to meet the requirements set forth in this Specification, the OWNER/ENGINEER shall have the right, at the SUPPLIMR'S expense, to order changes to the pro-portions of the rmx to increase the strength.
3:12.3 The SUPPLIER shall reimburse tne OWNER for the cost of removing and re-placing defective concrete including the costs of forming, form removal, reinforcing steel, embedments, and all other related WORK and materials when and if the defective con= ete is the fault of the SUPPLIER.
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A GILBERT ASSC-IATES, INC.
111-7
r SUGGESTED IFR-S_-R.sSIN-BIDDERS LIST Freyssinet Company, Inc. Base Bid 12/600 strands 4-32 Park Avenu:e, South Alternate Bid 24/6C0 strands New York, Nei; York 10616 36/600 strar s Stressteel Corporation Base Bid S 28-5 221 Conyngham Avenue Alternate Bid s 49-5 Wilkes-Barre, Pennsylvania 18702 I Prestressing industries Base Bid go - / 0 wire 1338 North W.*j. White Roaf Alternate Bid 17o - /4 ,-rire San Antonio, Texas 78219 Alternate Bid 184 - " wire The Prescon Cororation Base Bid 90 - w.ire Corpus Christi State National Bldg. Alternate Bid 170 -
Box 2723 Alternate Bid 184 -
Corpus Christi, Texas 78--S-3 VSL Corporation Base Bid E5-31 strands P.O. Box 922 236 North San-.a Cruz Avenue Los Gatos, CaIfornia 9=5_0 Inland - Ryers-on Base Bid 9o - i/4'%wiire Construction 'roctducts Coe.nay Alternate Bid 170 - 1/4" .;ire Box 5532 Alternate Bid 184 - .1/4" Tw.ire Chicago, Il1linois 60680
I'
- .tR 'ci ?,?L F- LL L# C..
"vc Spec. No. 321-A3.2 INSTRUCTIONS TO 3IDDZS 1:01 Invitation Proposals are hereby requested by the Florida Power Corporation for the furnishing and delivery of all structural --d fill concrete as set forth in the attached Specification :;o. 321-A3.2. ,;hich will be incorporated in the Crystal River Plant Unit 3, located approximately five -iles northwest of Crystal River, Florida.
1:02 Submission of ProPosals 1:02.1 Proposals shall be sub.nitted in quadruplicate and shall be transmitted to:
Florida Power Corporazion P. 0. Box 14042 St. ?etersburg, Florida 33733 Attention: Hr. C. H. Thompson Purchasing Agent 1:02.2 Proposals must be received by Florida Power Corporation prior to twelve noon 1:02.3 Each Proposal shall be prepared using the Proposal Form, and any data forms. attached hereto. L,.Iuues shall furnish with their Proposals all drawings, catalog data, and other supplementar[:
infor-ation necessary to describe thoroughly the -aterials and equipment covered by their Proposal.
f:02.4 Bidder shall furnish unit price quo:ations for the vari6us classes of concrete as listed under 3:05. Approximately 86,000 cubic yards will be -ecuired. This quantity is intended only as a guide aid is not guaranteed. .iowever, all unit prices siiall be firm and shall not be subject to adjustment because of greater or lesser total quantities than anticipated.
1:02.5 The price stated in the Proposal shall include all taxes and licenses which might iaaafully be assessed, on the date of the Proposal, against Florida Power Corporation or the Bidder, in connection with the proposed .40?-. -- cet__ion: Unless otherwise stated herein, Flori 'a Sales and Use rax shall not be included in the bid price.
I-I
Spec. No. 321-A3.2 1:02.6 The Bidders shall state in their Proposals that ti*.e zaterials and/or equipment neet mi the Specifications as set forth herein. Any exceptions to the Specifications set forth herein shall be stated clearly in the Bidders' Proposals.
1:02.7 Bidders shall also state in their Proposals the complete terms of their guarantee applicable to the materials and/or equipment they propose Lo furnish under these Specificatic-s.
1:02.8 Bidders shall set forth in their Proposals tae tar-. of pay-menz normal to their co many, including cash and/or trade discounts allowed, if any.
1:03 Preliminary Approval 1:03.1 Certified reports prepared by an independent testing laboratory and covering the materials and proportions of eac-t, class of concrete shall be s-;bmitred with each bidders' proncsal.
1:03.2 Laboratory testing required for prelininary approvsl shall be done by an acceptable independent testing laboratory retained and paid by the bidder.
1:03.3 Reports on cement ad -. fly ash shall include the type, brand, manufazturer, composition, and ýaethod of handling (sack or bulk).
1:03.4 Reports on aggregates shall include the source, trye, gradation and 5pecific gravlt-- of each a~grcgate and tho -roSu.... of all tests required to varify compliance with ASTM" C33.
1:04 evaluation of ?roposals 1:04.1 The rate of supply of materials is a basic consideration of t.-e Contract. The Pr,*-,osals shall ,e based on the 3idders' abili--
to satisfy Florida Power Corporation of their cbilit- to fur=1ish concrete at an ad+/-uate rate of supply to meet t;he -roject require-merits. The minim'r acceptable delivery rate shall be 150 cubi:
yards/hour. Bidders shall state in their proposals their maxziaum rate of supply in cy/hr.
1:04.2 It shall be understood that the evaluation of Proposals receiead in accordance with these Instruiztoons to Bidders and the attacied Specifications wili be conducted solely by Florida Power Corporation.
1:05 Acceptance of Proposals Florida Power Corporation reserves the right to accept or reject any or all Proposals.
1:06 Shipping Inftrmation Bidders are advise thiat lelivvrv shall be :a-e to tne plan: site !n accordance wit, ASI. CA4-67 as ecifie-. in Ltc::5s 3:11.3.
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U Spec. No. 321-A3.2 PROPOSAL To: Florida Power Corporation P. 0. Box 14042 St. Petersburg. Florida 33733 Attention: Mr. C. H. Thompson Purchasing Agent Gentlemen:
The undersigned hereby proposes to furnish ready--mixed concrete for the Unit 43 addition to Florida Power Corporation's Crystal River Plant, in accordance with Spec. No. 321-A3.2 for the following prices:
Unit prices for furnishing ready-mixed concrete containing no fly ash and of the classes indicated:
Class 5000 - 3 1/2 $ _per cubic yard Class 3000 - 3 1/2 per cubic yard Class 1500 - 3 1/2 $ per cubic yard Unit prices for furnishing ready--mixed concrete containing fly ash and of the classes indicated, including furnishing of fly ash which shall be by the undersigned:
Class 3000 - 3 1/2 cubic yard Class 1500 - 3 1/2 cubic yard It is hereby stated that the undersigned can maintain delivery of ready-mixed concrete at a maximum rate of cubic yards per hour continuously.
Date of Bid Signed By Title Business Address of Bidder State of Incorporation Address of Principal Office 2-1
Spec. No. 321-A3.2 SPECIFICATION DATA. Each bidder shall describe the materials, (Bidder's Name) equipment, procedures, and personnel he proposes to use for the work.
Note: Write entries boldly with black ink, or type entries using carbon back or ozalid ribbon. Do not use blue ink or a ball point pen.
Plant location Plant capacity cu yd/hr Delivery capacity cu yd/hr Delivery time from plant to main power plant building Brief description of qualifications of supervisory and technical personnel.
0.
IJ I.'
j-4.
(FLORIDA POM4ZR CORPORATIIO:-
(READY-:!IED CONCRETE )
2-2
Spec. No. 321-A3.2
- (Bidder's Name)
Concrete Class 5000 - 3 1/2 Total gallons of water per cubic yard Cement factor per cubic yard Fly ash .per cubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard Quantity of each admixture Air content Concrete Class 5000 - 3 1/2 Total gallons of water per cubic yard Cement factor per cubic yard Fly ash per cubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard -4
".4 Quantity of each admixture Air content (FLURIDA ?OUJER CUOJPRATI0N)
(REDY-M4IXIE CO:NCR2T::
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Spec. No. 321-A3.2
- to(Bidder's NFsAe)
-ýiithout Fly Ash With Fly Ash Concrete Class 3000 - 3 1/2.
Total gallons of water per cubic yard Cement factor per cubic yard Fly ash per cubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard Quantity of each admixture Air content Concrete Class 3000 - 3 1/2 Total gallons of water per cubic yard Cement factor per cubic yard Fly ash per cubic yard Ratio of fine to total aggregates Weight (surface dry) of P4' each aggregate per cubic yard W,4 Quantity of each admixture Air content (FI?.IDA POMIER CORPORATION)
(RLEAJY- MIX-ED 0:c:r 2-4
Spec. No. 32,.-A13.2 (Bidder's Name)
Concrete Class 3000 - 3 1/2 Total gallons of water per cubic yard Cement factor percubic yard Fly ash per cubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard Quantity of each admixture Air content Concrete Class 1500 - 3 1/2 Total galloas of water per cubic yard Cement factor per cubic yard Fly ash per cubic yard Ratio of fine to total aggregates Weight (surface dry) of 43.
each aggregate per cubic yard I.d~
p.4.
Quantity of each admixture Air content (FLURtIDA P0,;ER Ž-3>'IRATION)
(READY-QIx.ED cC?,*CFiT )
2-5
Spec. No. 3,'-.-A3.Z DETAILED S?ECIFIC.JIONS F.OR REA-Y-'1KXED CONNC =-DE 3:01 Scope of Work This Specification covers the furnishing and delivery of all structural and fill concrete for Crystal -River Station - Unit No. 3 af the Florida Power Corporat-ion. The station site is located approxinstely five miles northwest of Crystal River, Florida.
3:02 Definitions It shall be understood that the following terns as used in the Specif4-cations shall have the meaa-ing herein given:
- 1. "COwner" shall mean the Florida Power Corporation.
- 2. "Engineer" shall mean Gilbert Associates, Inc. ConsultiUng Engineers.
- 3. "Supplier' shall mean the successful bidder for the m-aterial as outlined in these SpecificatLions.
- 4. "Testing Laboratory". An independe-t testing laborarory selected and paid for by Florida Power Corporation except as oth*erwise noted in these Specificaticns. -.
3.03Payen Paymenat for furnishing concrete will be -ade on the basis af the delivery.
tickets described hereinafter. Zach request for pay--ent shall be acco_.-
pailed by one copy of the 5ýelivery tickers for which payment is requested.
Requests for payment may be rade weekly, but shall not be =ade less often than =onthly.
Total payment for the concrete furnished under these specifications shall be the sum of the unit prices stated in the Proposal multi!lied by the actual number of corresponding units of each class furnished and accepted for placement. - "
3:04 Reference Codes and Specifications All concrete shall be in accordance with the "Speclfication for Structural Cocrete for 5uildings," ACI J-31-66 and "Building Code'Requirements for Reenforced Concrete," ACt 213-63. Where differences between the afore-mentioned codes and speciflc.ations occur, ACI 301-66 shall apply.
3-1
Spec. No. 321-A3.2 3:05 Desila Mixes Each concrete mix shall be designed and concrete shall be controlled to meet the following requirements.
3:05.1 STRUCTURAL CONCRETE CONTAL-TLNG NO FLY ASH
-" Minimum Maximum Size Concrete Strength Slump Coarse Aggregate Class (PSI) (Inches) (Inches) 5000 - 3 1/2 5000 3 1/2 1 112" 5000 - 3 1/2 5000 3 1/2 3/4" 3000 - 3 1/2 300W 3 1/2 1 1/2" 3000 - 3 1/2 3000 3 112 3/4" 3000 - 3 1/2 3000 3 1/2 3/13" 3:05.2 STRUC!TURAL CONCRETE CONTAINING FLY ASH miuiz-_ ,Maximum Size Concrete Strength Slump Coarse Aggregate Class (PSI) (Inches) (Inche) 3000 - 3 12 3000 3 i/* I U.
3000 - 3 112 300O03 1/2 .
3:05.3 FILL CONCR*TE Minim=-zm,-- Size Concrete Strength Slump Coarse Aggregate Class (PSI) (Inches) (Inches) 3000 - 3 1/2 3000 3 1/2 1 1/2 1500 - 3 1!2 1500 3 1/2 .11/2 3:05.4 The minim= strength specified shall be compressive strength at age 28 days as determined by AST14 C39.
3:05.5 The determination of the vater-cement ratio to attain the required strength shall be in accordance with Method 2, Section 308 of ACI 301-66. The 5000 psi concrete shall be designed for prestresed and ultimate strength types, amd the remainder of the concrete for working stress type. The SUPPLIER shall submit to che OWNER for approval the proportions proposed for use and shall also furnish the required test data as evidence that the propor-tions selected will produce concrete of the specified quality.
3-2
Spec. 'No. 371-A3.2 3:06 Cement 3:06.1 All cement shall be Portland Cement conforming to "Portland Cement, Spec. for,'" AST..M C 150-67, Type I1, for moderate heat hydration. All cement shall be confined to a single brand =nd whenever required by the OWNER, shall be sampled and tested by the TESTING LABOr&TORY to ascertain conformance -ith AST- C 150-67, Type II. All cement shall have an established reputa-tion for being uniform in character and shall be approved in writing by OWNER.
3:06.2 The manufacturer shall submit certified copies of mill test reports to the O'.---R showing ch-emical composition and cartifying that the cement co=plies with the Specifications.
3:06.3 The SUPPLIER shall store the cement in a dry place and in such a manner as to permit easy access for proper inspection and identification of each shipment. All cement stored at the mixing plant or construction site more than six wonths shall be resampled and tested before used.
3:07 Aggregates 3:07.1 Fine Aggregates:
Fine aggregate shall conform to ACI 301-66. Only natural san=
shall be used. Samples of the proposed aggregate shall be submitted to the iESTING LABORATORY for testing to insure compliance with "Ccncrete Aggregates, Spec. for," ASTMI C 33-67. 'The a&.regare shall not be u-ed unlless a,1ro-ed by the 0J,.ER in writing after the results of the test have been ascertained. The source of the fine aggregate shall not be changed without the written approval of the OC'iNER.
3:07.2 Coarse Aggregate:
- 1. Coarse aggregate shall conform to AIC 301-66. Samples of the proposed aggregate shall be submitted to the TEST-- G LABOPATORY for testing to insure co=pliance with "Concrete Aggregates, Spec. for," AStIM C 33-67. The aggregate shall not be used unless approved by the ',JN-ER in writing after the results of the rest have been ascertained. The source of the coarse aggregate shall not be changed without the written approval of the O.'NER.
3:08 Water Independent lab tests furnished by the SUPPLIER, of batch plant water shall be submitted initially and periodically as requested by OwCR:-
to insure the mixing water shall be clean and potable, and shall not 3-3
Spec. 'Vo. 321-A3.2 contain greater than 100 ppm each of chlorides, sulfides, and nitrates, and the turbidity shall not exceed 2000 ppm.
3:09 Admixtures 3:09.1 Air Entraining Admixture:
All structur.l concrete shall be c-onsidered subject to potentially destructive exposure and shall contain entrained air in amounts conforming with the following:
Nominal Maxilmum Size Total Air Content of Coarse Aggregate % by Volume 3/4 in. 5-7 1-1/2 in. 4.5-5 An air entraining admixture shall be used conforming to "Air-Entraining Admixtures for Concrete, Spec. for,"
ASTr. C 260-66 r.
3:09.2 Water Reducing Densifier:
A water reducing dansifier shall be added to all structural concrete. The ad- 4 xture shall be "Plastiment,"
a product of Sika Chemical Cormpany, 'Pozzolith, 1DO-R," a product Master Builders Co., or "Protard", a product of Protexof indus- the tries, Inc., these products shall conform in all respects to "Chemical Admixtures for Concrete, Spec. for,"
ASTM C 494-67 Type D. The quantity to be added, the controlling temperatures and the method of mixing shall conform to the manufacturers!
recommendations for use of their product.
3:09.3 Calcium Chloride:
Admixtures containing calcium chloride shall not be used.
3:10 Water-Ceuent Ratio Maximum Water-cement ratio for various strength of concrete shall be as follows:
Compressive Strength Gallons of Vater/
(psi at 28 days) Sack of Cement 5000 5 3000 6 3-4
Spec. No. 321-A3.2 3:11 Mixing Concrete 3:11.1 Measuring Materials:
A concrete batch plant shall be utilized which complies in all respects including provisions for storage and precision of measure-ments with "Ready-iMixed Concrete, Spec. for," AST, C 94-67. Trhe TESTING LABORATORY will maintain an inspector at the batch plant to insure that the mix proportions comply with those for the design mixes with water content modified as required by measure-inents to be made of content of surface moisture on the aggregates.
This inspector will test periodically all mix ingredients and shall insure that a ticket is provided for each batch as specified in Item 3:11.6 of this Specification.
3;11.2 Transit :iaxing; Ready-mixed concrete shall be mixed and transported in accordance with "Ready-Mfixed Concrete, Spec. for," ASTM C 94-67. The mini=un amount of mixing in truck miixers loaded to maximum capacity shall be 70revolutions of the drum or blades after all of the ingre-dients, including water, are in the mixer. The maximum number 6f revolutions at mixing speed shalJl be 100; any additional mixing shall be at agitating speed, *as required by AST,4 C 94-67. All tr'icks shall be equipped with a revolution counter.
3:11.3 Delivery:
The concrete shall be delivered to the site and discharge shall be completed within 1-1/2 hours or before the drum has been revolved 300 revolutions, whichever comes kirst. after the introduction of the mixing water to the cement and aggregates, or the introduction of the cement to the aggregates. In hot weather, the 1-1/2 hour time limit shall be reduced, as directed, by the TESTING LABORATORY and/or OJN'ER. Concrete which does not meet this requirement may be rejected at no cost to the Company. However, the Supplier will not be res-ponsible for delays at the site which are beyond his control.
3:11.4 Hot Weather Concrete:
Except as modified herein, hot weather concrete shall comply w-ith ACI'605. At air temperatures of 90*F or above, special procedures shall be adopted to keep the concrete as cool as possible. The temperatureof the concrete when it is unloaded from the trucks shall not exceed 90*F. -
3-5
Spec. 'o. 321-A3.2 0 3:11.5 Mixing ;:_:
The pro-,ct-r:iý_ of water in each strength mix shall be azdjusted daily as r-eqired by the content of surface moisture o= the aggrega-_!r . -xcept for this adjustment, no changes in =uantity of mixing ;7-zer- shall be made w-ithout the approval of the OWNER.
3:11.6 BaLch Rec-= :
Each batz-_ z: concrete shall be recorded on a ticket whflch nro-vides th- azae, actual proportions of the mix, concrete design strengt':, _se:zination as to portion of structure, and -ntifi-cation ef :--=zit mixer. The truck driver shall deliver this record to :--e CM,.:ER with a copy of the TESTING LABORA10C3, personnel r-e location where the concrete is delivered. As required - _- C 94-67, the 'zatch ticket shall also include the time iaa-ed, amount of concrete, and reading of rev,1lution counter z- =:--st addition of water.
3:12 Quality Control 3:12.1 The OWN-E1. -- '3A obtain the serv-ices of a TIESTING LABORAIZDRY, which wii" -'eform the functions hereinafter specified:
1)
- 1. Samp1 *- test cement, when required by the OWNER, to ascetiz--z_ conformance with ASTM C 153-67, Type II.
- 2. Test -. *2es of fine and coarse aggregates to ascertain confc---e with the following ASTM specifications:
- a. C *--7 T "Unit Weight of Aggregate, Test for.-
- b. C -:--c: "Organic Impurities in Sands for Concrete, Test for."
C. C :7-59 "Specific Gravity and Absorption of 7.oarse Aggregate, Test for."
- d. C L-S--9 "Specific Gravity and Absorption of Yine Aggregate, Test for."'
- e. C i53--7 "Sieve or Screen Analysis of Fine anm Coarse Aggregates, Test for."
- 3. Conducn_ -er-odic tests to determine surface moisture content of ag'-=--e_= -es.
- 4. Durinz :--:-retlng operations, furnish the services of an inspec-. m: the batch plant who will certify the =iL propc- ..... and conduct the tests itt--*zed above.
3-6,
Spec. No. 321-A3.2
- 5. Furnish the services of an inspector at the site who will make slump tests, make test cylinders, check air content and record weather conditions. With OQtEVR/ENGINEER approval, he will make adjustments in the mix proportions, if necessary, to meet the requirements of this Specification. Finally, he will have the right to reject any concrete which does not meet or cannot be adjusted to meet the requirements of this.Specification.
- 6. Maintain all quality control and test records, which will include certified copies of mill test reports for the cement and batch tickets for each batch of concrete.
3:12.2 The evaluation of test results vifl be in accordance with Chapter 17 of ACI 301-66. Sufficient tests will be conducted to provide an evaluation of concrete strength in accordance with this Specification. Whenever it appears that tests of the laboratory cured cylinders fail to meet the requirements set forth in this Specification, the O1 MR/EFOINEER shall have the right, at the SbPPLIER'S expense, to order changes to the proportions of the mix to increase the strength.
3-7
SPECIFICATIONS & DOCUMENTS FOR READY-MIXED COC.ETE FLORIDA POWER CORP.
CRYSTAL RIVER PLAI:T-tT*.IT NO. 3 SPECIFICATION V0. 321-A3.2
Spec. :;o. 321-A3.2 IUSTRUCTIONS TO BIDDERS 1:01 Invitation Proposals are hereby requested by the Florida Power Corporatior for the furnishing and isei7verv of all structural concrete as set for-' in the attached Specifi:z:ion No. 321-A3.2, which will be incorporated in the Crystal River Pi--- Unit 3, located approximately five miles ncrthwest of Crystal River, Florida.
1:02 Submission of P=Tosals 1:02.1 Proposals shall be submitted in quadruplicate and shall be transmi::ed tc:
Florida Power Corporation P. 0. Box 14042 St. Petersburg, Florida 33733 Attention: Mr. C. H. MhomDson Purchasing Agenzt 1:02.2 Proposals must be received by Florida Power Corporatiaz prior to twelve 1NOV 8 1968 1:02.3 Each Prosal shall be prepared using the Proposal For--, and any data form-s, attached hereto. Bidders shall furnish w*:h their Proposals all dravings, catalog data, and other supplementary informa:ion necessary to describe thoroughly the materials and equipmez: covered by their Proposal.
1:02.4 Bidder shall furnish unit price quotations for the various classes 2ff concrete as listed under 3;05. Approximately 86,000 zubic yards will be required. This quantity is intendei only as a guide and is not guaranteed. However, all unit orices shall be firm and shall =o. be subject to adjustment because of greater or lesser tctal quantities than anticIpated.
1:02.5 The prize stated in the Proposal shall include all taxes and licenses which might lawfully be assessed, on the date of the Proposal, against Florida Power Corporation or the Bilier, in connectin with the proposed WORK. Excetcon: Unless otherwise stated herein, Florida Sales and Use Tax shall not be included in the -"d price.
1:02.6 The Bid-zers shall state in their Proposals that the m.aterials and/or e.ulpment will meet the Specifications as set fzrth herein. .I-v excetions to the Snecifici1/2'or- set forh hierein shall ba_ stared clearly in the Bidders' Proposals.
1-1 U
Spec. No. 3211-A3.2 1:02.7 Bidders shall also state in their Proposals the conplete terms of their guarantee applicable to the miaterials and/or equipment they propose to furnish uzder :bese Specifications.
1:02.8 Bidders shall set forth in their Proposals the terms of payment normal to their company, including cash and/or trade discounts allowed, if any.
1:03 Preliminary Approval 1:03.1 Certified reports prepared by an independent testing laboratory and covering the materials and proportions of each class of concrete shall be submitted with each bidders' proposal.
1:03.2 Laboratory testing required for preliminary approval shall be done by an acceptable indep-endent testing laboratory retained and paid by the bidder.
1:03.3 Reports on cement shall include the type, brand, manufacturer, composition, and method of handling (sack or bulk).
1:03.4 Reports on aggregates shall include the source,, type, gradation and specific gravity of ea!. aggregate and the results of all tests required to verify compliance with AS=-! C33.
1:04 Evaluation of Proposals 1:04.1 The rate of supply of materials is a basic consideration of the Contract. The Proposals shall be based on the Bidders' ability to satisfy Florida Power Corporation of their ability to furnish concrete at an adequate rate of supply to r-eet the project require-mexats. The minimum acceptable delivery rate shall be 150 cubic yards/hour. Bidders shall state in their proposals their ma:imum rate of supply in Ly/hr.
1:04.2 It shall be understood that the evaluation of Proposals received in accordance with these Instructions to Bidders .and the attached Specifications will be conducted solely by Florida Power Corporation.
1:05 Acceptance of Proposals Florida Power Corporation reserves the right to accept or reject any or all Proposals.
1:06 Shipping Information Bidders are advised that Delivery shall be made to the plant site in accordance with ASTM C94-67 -s specified in Items 3:11.3.
1-2
I I A. I11 OFWORIDA POWER CORPORATION W.ELR
& CoNSTIRUTION DEPT. r I
CRYSTL ,,iVER - UNIT 3 I
APPRFO"ED B-Y:
I
-~
4MImWU
- -Th
)
ORIGINRL SIGNED BY
¶)tefl A ,/.)3 -I J. T. RODGERS SPECIFICATION TENDONS AND ASSOCIATED COND.-'-
REACTOR BUILDING CRYSTAL RIVER - UNIT NO. 3 FLORIDA POWER CORPORATION S?-5583 SEPTEMBER 15, 1968 FPC-321-B4.3 APPROVED - DEPJ, PROJECT ENGINEER ISSUED Fb6C Y TAL- RIVER- UNIT 3 DATE a --
1 1 sA ;- S.N.D.-W.A.D.
W.o. No. 044ZZ3-00O A*DDN-DbM A B ~ - -M') Gilbert Associates, Inc. June 7, 1972 0 i II I
525 Lancascer Avenue Reading, Pennsylvania ADDENDUM B October 17, :973
________I I
SPECIFICATION FOR FURN AND DRUVERING OF UT-Yc¶¶iij -IJMAL CONCRETE SP-5569 October 17, 1968 CRYSTAL RIVER - UNIT NO. 3 FLORIDA POWER CORPORATION FPM-321-A3.2 Gilbert Associates, Inc.
525 Lancaster Avenue Reading, Pennsylvania S.N.D. - W.A.D.
w.0. 4203.00 Addendum A October 17, 1968
.P-sF-555S9 I:01 Scoj-e of Lo...
1:02 R7efence Cod3 amd Speci:icatio-n I-1 1:03 Dcsi_ *T,*I--
- 0Cocete S+rength I-I 1:05 Ceme M i-I 1-2
!:OS 1-3
( ~1:09 Wtr-~~tRzT 1:10 .oz.* I-1 1 : 11 Pne **-.- n1-
- 1:..2 1-6 I: _L Joimo- and a-woclLe ite-9 1:13 Midu Cazcrete I-lO I :14 Plcci_*ý- Cumcwte 11 1:15 Floor 1-12 1--1n2r 1:16 Curinf a-d ?rotzc-ion 1-13 1:17 Grouting Base Plates 1-13 1:18 Vanor 3cr;-ýI-cr 1:19 Pcri;ei I.-tv2etLr 1-13 1:20 QuoIi --,7 Ccz-irol 1-13
(
- - * .P-SP-5 569 C 1:01 Saone of "'or's This Speci.-flcation ca-.rers allcEs-i-~c structu~ral and -ftill concrete for Cx-ystwalie7 *tativn Uzt HIo. 3 of t;,he Florida U-Pavaer Corporation. Tase s~tnAica ziut is located approximatelyv 6 miles nzorthvest olf Crystal Ri-.er, Florida.
1:02 Beference Codes and S-ecif'icaticn-s P1ll' concrete and corin-ets 'JOMC s:hall 'be in ac cz-ý-ce vith t123 "Specifi--atlo:I for S--=*-tu& Ccz-ýcrete i'or Bu 1cdiz.cs," ACI 301-66 -2A- "BuAding~ Iir Renore Cnrr' ACI 318-63. drererences c-vtr;eem -~1-C aforemenitioned codas and snecificaticns ok~r CI 30'1-606 shall annl:y.
1:03 __-m =T--
'I'l concrete strtuctuz-a:s ezze~ot noted hersinaftseý' sze desi -"
on the bszis of~ a t~ri;stress ~a~.T-e sheaZý t~tne founds.zi"on mat of the -reaetor -i Is cn tble bar5--s of tmt 1:04 Concrete 1:014.1 Struct-ral cý;:orete z--elav r-utht :P--esv (th~e DrE7rir,-s. chz'--1 'IF- a-'Iint dlasi.&nateC4. onteii----'- E"1-1-1-1 c- c- :-a~ for the reactor building she- L-ic'ldi.-- th e fomnia-tions, cy2.ind-r-Ia-I walls, and ne, aaZhEI i-,L: a zn2tnaeczrsiestzh of 5000 ; in,~ 23 m: dat--f- ý.-u irenens for hl.:h stren-gth c-oncrere -in a:-cto0r --- ill be designated "rig on the Drwsiings.
1:04.2 The dee~ntof ot e ~ae-strftio to attain the reia stren~gth Shall Ib-a in Ea or'i-ance -7it-l-' *-.*e-"'od 2, Sao-;tion 308 (70 of ACT- 301-66. --..z CsTZC ialhl:a to the 2ThE for ampproval -the prc')xvt 4-=s -proncased for itse and -=zai.2 Ulse hn the required test date- as evidenze that the vo-nortics selectý-d will r~roft-ne comarete of the T.-
Leaity, 1:05 Cement 1-05.1 All1 cecunt for thc& rea-:-!tor 'buil,-;Zz ~ c" d os&ti n all be Portlsz&a Csi.:ent -" n to 'Fcrt2,z2d Ce--ent. Spec. for",
ASTN4 C 15-5ý T, TytT; .cr o-- 7ate i~~of yrin All other ce~tskall o. ~ - iý. t ~oio-i~to 'Portland Cer~ent, or",
f-c - ~C 2.50~ Ty7:a 1. 7r-- t:,e fo~-~ro reactor L.IR u or-onsalbe co--Lie1;d to a
F-2--5569 si-nvgie -arznd ~shai.%..t! p-az~I-bls be Zrc.zý the sem-2cI:
V.z.:a a na" 5L is uzZ7 cte1 t sz be s. =-- tesaz by -the ITS727 LýA3O? se11 zon-fcmnzc-a -vzth S C 150-6-t, T . ~
--- W.'~1ehSiý1-2ihe r:
-putatior.Th beini e~i and sha:ll be amro-vcd in wirit-in:. byr~;G:E 1:03.2 T en .uxe shp-"' s-tb~t certif.Led co-nies -H.U test e-z to th Eý.!7.= 33c-~in,7~-c'~ :ai z: 3zfdr 1:05.3 Tzz CDTI'ýC- t~tz?-2J.Sn in a dry --la-2 and irn. Zt,u a S-3~. :a'n! 7ýý.z =scc.Io 'IC3 ca Lication of eczch shi-:---at. A,11 c stored a.7 the -- i c3 or ~
==,azz.e *- 2 zzitis Sh~all Darem1i i tested be~ol'a U-eu..
gh,2 be i-c.; - -- be st-~e~i~ --.v C~.~c
'"for C 3 f-7 the written amrc vU aJ of G+/-2~
!:06.2 Cmu--oe Pmzrefzý#I proposed Ea;,e,n-,ec shal be s~t:ýýt-d to ==e~~G W~L2?
for tsAgto e-nz-ke ai~ -.1ita "Conczýe-tea- a
.)*c. for", !.T C 3-7Aa "-~.teS~.ra be ua7ý-i-of the- tc-n' : E .. The z cz-: the c-agge;~esl-nd uoý- ~ -e~~~e the :-itnappr-~-,a.
of the ~TJBR
- 2. The CiE s-~xi c~ -f sh.2.te be notrr Z--'S-e than 1V c.
th ~i-the e znor1 la.-, -a the c!.e. *c-. . e:cigbarz.tax~
fox. = stý-el ra-Zý,:
- 5~9
- 3. In addition to th.e a'bo C of cc--rz mented l.-d'-ti-'iiors, for ;he v.*i--ios perbiersz:
the a structris~
s'ze S".YnuZa Shp,,. m axcead the follo.ring:
?.azi urn Siz~e of Coe.lseAc*---
Porticon of Structure Bsad on Souare Soremen Oo i Feinffrred f oundat.i on- -ialls, f'ot!, q2:gzs,* t.-
plain Toi..* -s~n 1-1/2 inches S-aport~ing slabs, =ez~
d reinfc*ered walls 3/4 inches Riire.-rocofing, of sttu-at'z' st-?a! 3/8 inch stone or
-pea grawel paver... n-t sle on i-=i 2 irioea 1 :OT
- _Ž.e cer sat--d =..-cn* u.!
nd shell not contari c-act,- thzz !'-r zz e--:cn - s'1"- end nitrate, awd the ta-1b1tfl. not ý-Ceed 25C -.
I( 1:08 AU stro 'eml- concrete lsi.
..-* C
- i*- o 1 -ct to potenti.!rl-d~estrct:L c:r.-..,*c cc 1.L cot-n en-ain,-zd air in Gnc-t 5 cozf-ozing- --ith^ the, fcl*r.t7abla:
=lni1 !aiu! Size Tota Al Ar Cc.ntent 7.Z1 518 in.
1/2 in. 6-8 3/4 i'. 5-7 I in.
1-1/2 im. 4.5-5
(
P-SP- 5569 C ~~An eait-~~~I~
zru"ai'aiing Ad*i'lec2 rs
.zCOeol.'ea, c1-ý Stzý;ý. ted -2Ol", AS£*Ct'o26"o-66 confIormr:iiiv Ai T.
1.03.2 Water Darasie; -c;h"ing A imtcr raeducingr dcts..r shall be -to *!
all .. .c ,- . e&c,*'
with m uiri.d uI!;L.tiaL.te e,. esi -e st'rsngth equal 0o oz' Cre-ataZ thea "O000 psi at 23 dxars. The aahi;uWre shall be ,
c--
a paoC~vct*':'c.'. , , . Ccmrnx. c- "'c.zolith.. . o:"
the . t5*.ize.
Dcdt c Co., Ind botha shli in 2-.1t
"'Chenical A&id:rhv-ez 2oz- Conc-ate. iae, for", AST_.,-, C494-671, Typ*e D. The q-fwntity to be ,adced -. e mntrol-ling tmpera-t-mes a-3zad the v-thod of *'L shalh2i ccpfoa* to the D-imui'acturersl raca.-n-dations for tuse of their prcc"uct.
1:08.3 Clalcitm Calov'ide : *<*i'- " ",,."$7,./"
A*n.xtures ot~ui~nin calciu! chblorids sh~2 not 'be -:-ed.
be es Io;z:
....... 'C C ......-'-.-*",'**: ¢:2.onz, of Wa"" "
<:-..*,..S
! __'C"" i '"*,:-'
" "" ich o <' C emen' C-mn, oi
- ooo 6 1:10.1i e-:
All poz:ud eoc'~ shal! be i'0rn.d.. includlng
-'l~d .ý!;
2nlui-g the. *i ....-s of fo-. '-'ius
- be o ".-:-ec .-, :ho;i~r: -.-?* z.*-io,-*! s 2_','2ie *.en uh~ic:.::n e.°i te IK:.:-.:-
aa £o.'x&. £cr ier~J .- rv.¢z. 1"3,z-:p]ze eages E-tc,.i1 be c y.TeTa. The Di.e of thr ,am-:-er-1 t Zhal3 be j imOs ,
1."--s.'- te: Dr.,.. i io sha n-e*
1: !0,2 11 c, i al and, ...-ii a es.-occ rrrAti1e tht i1ruired r e.
h, _d"ity, *.ve %
if ,1/2ih.. js3 . to 2cll co-C' -c*' '.t u*.l1 Le e.vzzed to ~ it z.~rith In. "ick Doe7!as fir B/l I u c.-z b-. D..**.F.A. Gicr-t'i t+hat vi11 be ccmcý_ed
.. , . I . .. .
P-SP-5569 frcma z-i also be 1':recd uith V/4 in. thich "Ply^--, ' --
sýove, c.-' -Ize '
not less t . ..i- . stc*: thchess. - shall be fh-ee frcr emces~ive Or-e.
o other &efects th;tz wcud pwa-tight Join-ts or afect -Ie trme lines and surfces o2 the concrete.
- 2. All forra i'-fbcr shall be new, bat it may be retsed in z:-z~e varts o: this co--t!-actioa as 'l,:a' as it re"aiis in T-Ad 6i~icn.
- 3. t-* o!?z shall be straight and ftee from .s.tortio. thIt
-- ld be a=;srent in ct' pcured concrete. *:e forms shll >2 eacuratey ýssemb.Led ant fitteft so that joints uill be strz .
and continuu amd so that adjoining sm?-tarcs will be ....
- 4. Forms sha-l be th ujiy clevwed after each vse, and surf?%e' in Con...tt
- L shell be coated forn ol fith whi.-a 1:10.3 FoC work:
The C e ,1:"oo' e h -T- c:._ 4a-he ."
..~slabs end fo. - "or entici.icz'- be so i. thet io-.
1:10.4 Cmber:
and slabs to cc=,--nesa'z ior e~ntiein-,Led def-lections in the fror*--
W;OZ&_.
1:10.5 T o2er an ee s :
E.espz as noted. " ...._,, fo..-*-- shell be :i.-tutcd so e-to ensure tL.-t e:--to sLrfaccz "r;ill co;'iforn to the tole,,--.
zee of ACI !M-60. '2ae- rte linz. oa the n:- tor b1luL;i-_- -. n v.-ed a3 S. eucete
- I b e bt^ced end sho:-cd to emsx-- -.
the deflection does zct exceed 1/4 in. for an v_-o length of' 10 1:10.6 Form ?cov'1.:
TZa *-:.- - :zio-z :h-',2 be in c*-cordancear-th the ro__rez-no s-,'JZZC~. b ve t-: ifor.* 'are removed. 1-he mi--n w.
569 strn--ta . ~ ~* tLLV~c~ '-,atmnr, o:" '~her ~~~
and. m-x be _-.zduzo2 o'c~*sv d `ng ztrr ore =.)a.aLy.
afll wfobect -, the annrova1 of t SStr'ength Min. ic5-Stmtt-,ail Cý-sifcation -In-irart - Dears____
Sides of ~ voc~'s a~i~s5 Sido3 of' be= , gir-Isra eo2l-tms 5-3 ro'rms L-ner sZ§s 31c 2CCO ?
G:,.t ri- ?rIe'I- ~
a -n-iyi-b1 C.
- 3. Tsts- ]2 bz; o'1 sti:z ý_- 2.' b- !.e TWCý L`2S2-cr2:: ~o c.X~Z r*-2..~T a t~d
%ý,-C, of '1:Al"~r '
~c n
-- SP-5569
. A-. *i-iorein b----- -. ri *' - be 1et E -- ated Y-- .
siz z bee t and tsfL2!-2C '.rith kh- . in tion z7*er.
1:11.2 Wa!£zd ?.aieF-bSric:
- ,'ld :-.*-.= eoi ecn-z h -.eno-*c-n-rr sh:ai!:.ncrn
':c~e!ed Styc! -[iTu"e :.':*-'-,:* Ccn ~*:--": * '{info>-ci---n< -- to Tc'z Sh2.:
ve~~~ -ýS7,:ý- f7 C~~rtLt ci'lice ~CC i z.L~
-~
Section .Z55-.-,f (z) o5, i: 3.1.- Datailing. C~crc,'t-a- n2,cann The 0aciut-z-r - .- -,'I!orcing t etil1 -_-l be i-h by the 2_- .
- I*.
1 *1 _!_-fori 1; Eteel D1j--:
o?'-,*... -. :.:': &*- O.. - * - CLa
-- '3': :7 se-h- J -Z --
t~aa -al- 0a ait met the -Llovin; Qualit-y Conitrol 2z-_-ýrmenats ftr "Ceak;e:ld4
- 1. Prior -to t1--e r "i": zp*-.i.l:- c
.dtc '[ ,e"!o'z b., 2ac "
operp-tc?- or crz-? cihz~2 praear tes-c tuto -Cdats for~~
to, e- z- ) to ,e - in.- t--e .-......-.... , --. To o ' :;-_
the. . ' .. ,*,f - .... " ". .
- a. Scz--_c6 nc-nri_,o=- 12 er __ta:- i21 ý_ visible --t bc-:,
_etOh --. iX Q.--/-f Cot*;o t:he tc- lCe in
-% t.e:a
-'-3/4...!. ,-s. -e fo ]c .-
dzn 2-: t:20 z _Z * -Z .-.z
_;d 0j", '
stand*-z- for ;c~r_'-.*__*hi
- i. SzIr hel L e .zL le** norouz iehe----
"th_ iz-ziz" t ha:L o.c -. ý 1 t e rzj_ jac t - oi h c " .-
P-sP-5569 spiie-a z*vas i b3 o
- d. Zia ztr~ýh o-i?:'& .. s :! Shall be _cual to strau--th of the 7Ct.
- 2. A S 2 - "C a.... +Th, a,1 d" Z'- . . ..- ..-. job S IS - 1- _ .....-
Zl2:... b--e 7d 'a als 'ce--a--:*.,Zzint sl-'::S'". L -- *-- e_-:J * * * ,
e ~ w -V~'ttC.0LC tc.
' 1 :". :: .. .. >C2.. the 5*'.i e*._
'-*'r-r.-.
z' aI d in the zbr2..in sleevei i '2L2J2 :..*_._
A. * ....
.. -. .-.- -"*. ."l t* e s 't.e: ,% e A. -=, tj.:.c- . -- , te Z~inti-, the
?ent C1, zl . *Z en-e C.. :r fill.
I
jo 2. 1en -the t~ueis > :o'. zifree-~--c s lc3 iv in ý2Cics-i2c.
.. AU ccr-kt,)ci' zph1ie;, sh-a11 'ae vri'sall- inspected =t bcth e: ,r c f t7 ~'ie Ii: S 'sv - ta.the tohole in `-a cetrof t. s- 1 C-. a s ~--ýUb x~~ c fF onz- z'7 F)- a-if~z21iz c--r- tested ti 93fr-~-tzcnce tzcf tl5. Z'L c es ~'-the ESjecifli.ac
~re )ai '-ca (ol bzcrr-, : ", zb-s~i-z '
nuil2i =a -a..2 a~i ~~o 112:a~2r 7-tab 2:00z 3: b-,i--to&i ot. . hi r-z
- -1c agiiaeo ý:h1 ao 6 f c; -Crc:
the rae!
fl.4-e O- e=Sei.- 21 to in cnztiý-o2 !e tElb hO ~~~ 5.r.77 *n ~1 f~~~z~
this 1:12 Joints and M---ejfed stomr 1:12.1 Corvt-ruc#tioa joints:
- 2. -To:t -at sham! on the Dizirgs sbPell be 1 eand lam-;ad in
~cerdai ' Victh rq'zizaants of ACX 301-S- eaid sh=all b-z
-ý `=--3._ C7Zia aoi=
t~oor fl ý: . 'itzie cc -it -t 'cacezur=L~~vs~e r--= to re-ave all co.-tInga strains, dez;or other f=irz-
- 2. Icr~izonta- -z v1 cc;i-tra&C.ica Jodsts inu the re- tx It b,=* c~' c- othear =ea=-' to rt~x,-- eli co _
-tir dtcbri, cr otliz C c:ei 7tzt~r;1. -ha jcints s~l~s-1 bcf n- (bud. nc ' tha th~%
-x-:'d 6I4wh ELcc.t oe mut ccL.ant mntair of~ si~i2ar
!T
N OW zc;,Or.Otio-z to the in Vne CZ7-c!-ete. 7ih!2 '-t r --hL be_
at2o-- / rc hckadfeh ~cncret s--1 be pd Joints M~aal be dz%,-enedi (but uol, saturated) beiore concrete is placed.
1:12.2 Bzp~nzion Joints:
Pamoldad Jýýin~ -,--r :,hall emI',rrn to ' =rned FE:a;=iOn joi nt ý, s£6 s ccr en- Stn w~ial Construction. ic t rti:j21 in ai-.d -Rozilleat -- !inbit~minoius Tiypes),
Spec. for~", A51 D lV2- T~e a loaiom -ie sad (21 of filers shall o ý as st7 n ca tha D- r:-atgir_. T-he e"LAL,34on joint-s shall be seelei-it a eerial cactb Wflherrnld expsnsian joirit filler.
1:32.3 Water Stcus:
Water stv-gs si:e2 Ie'L 2ce!'i e r~ stm oa: t~ed oi* serede tyl' a3uei~ by 'iisdPo Coozc
~lC, VIC =C;*ý -
1:22.4 Anuchor 'Ecots ca-d Ap
. c:n
'21~c ~ s~d L- ~~i~ all be:~nse Žd IvztA U Cc.
noted cu tl- zgs~ all- -oi,7, sleev-vs rhall be U~,Sched-ule o1. 40. ~T, - emtbc~ed t-teriZ sh.nl ba adeqizmte1 ce: ed in pcsitiaA bOfc:.- c. .ter avorcete is -:71ced a'-'
ALýin
&achor bol" -- ,4e -Ia- 1-rc eoic et ý=e Aded ite-=3 shell ~ced -z --or limre and g~eade after concrete is placed.
1:13 faxi~ig CaCx*crete A eonvrete bntch ~ ~i.outillzec! u~h-ih oiimlft in afll re Yects in -c-ir47 ~ ~ soce~ pe1~i
.- r flui- AXT.tSt--EzcM V-l ar, !C31of~-7 PMCc.
j -ýL - % "citz-2Lc;me Cormi>A f~ q&;4- C mat a -S=I e="il
- r- tnIat a tic et IS rtd for eacc batch a* a-i' in e- 1:13.6, cf taia cfis~
'21-13.2 Tram-mit Mtring:
Rlaaiy-zdixed concrete shall be rixvrd s~d transported In aecorzam,,v-vi-C :Rear- -4i,:ed Concrete,*Se.~c'iS4C9~6.Teii~~
umos.t of rii~dng im twuck mixars loa~ed to =axmim cavacity sil be 'TO revolvzions of~ the dr-cm or b~adias afiter all. of theineiit i1"~n~ ~tc, m in~Vne T.er. =dutn -&br of reurolxUai's at xi~dn~ speed thall be 1LO; any e J'i- a iin hl ba at 2gla+zýtnl see 4es cZ c 1-- AT'- -. 5,67. __ ruck-s v.Liau .ab 9t~~i ~itiia vo+/-u'iO corc-.er.
1 :13.3 Delivery:
-iecocote e ~ Zhl z~
e P.t ed e- cage shall 2.-*'ze iic-:o c-. befbvc t!:e drm !-.F been rc.ýW
1rihuLI2 3ý3 revolir~icass ifi~~chever aomr fi=-A, , fter tllta -laroduct--iv L-?
the Llixing v-36;r to the c--nt ndg'eateoteinrci i of -&:a t'o tie T-n 'ot --mathe?.z e -/2,
.-z?~erete Ulbe iejectci. 11 tueie., z any~ ev'-iderce of ~rr C1:13.5 I.i-dr-- 1--hter-:
-;erqpoprtion of v~zer in er-c~z etramnrth mi zlu:0. Le adjusted deily as recq.urEd -xby the comxlnt of surfam oe ist-.-= C1 the saczates
- Ir:znrz for ndjt~ oce~z.tzo ii 1:13.6 Batch Pecord.:
M~c bý bzah U., l ~ ~ ma At ~a ~
tr-i - cL:z hc,2 -Ur 2ve to i~a o.CUIMM wi~t~h a~ of -ýhe G J- .S'- 44... at -
10cat1/21'i"%n4v:'i A3 . ~~ by C 94~-67, h-4~e~ ti: ým~u al-o. Inl"' -tlx tiiza loead,l adiit ca~ oT vatdieor.v~rqin o~ ~
7".........................
I, .
7
- II - r -,- I -ý ". lý., : . - 1',, --- 1---...-.;-- Nz ýT Ri 7
)~ ~7~j * .--. *..
3/4:
-~- ~
L4~ P-lacirziZ Concrote 11 l.41.i3 Preparation o--: Subgra~ds:
- 1. Where the fo"undations or concrete structures are shown on the Drawings as being placd on round, the esabarade supporting them shal! be level =4 tzi_-mad to the lines and dimensions sboim and shall be free of doibris and organic material. Uhe zuftede i -all-be ccm-sevsd z; i a suitable c _.paetor to a density of at least 975 of Mocdi.fied AASHO maximuw detsity.
Imdiateeiy p-ror to pleia-n3 ahe c*.cxree the subZrade shall be thorcv31y vietted. Undar no condItions shall concrete be placed on frozen zubg.ade m terial.
- 2. M=?dideteIy before n*y onaene is placed on or agg.ainst rock, the rock shall ba carefully ellesed of all dirt, gravel, boulders, scale, loose fra_=-nus aud other objectionable stlbstvcaes by air -,d/orvat.r eýtting and brocming, and shall then be tlavoz---h-y vett-ed.
oa t 1't-Ngraele-thw. to ir-rrt 4 the z; r-- ~a.-t isg tile ilitent *,- the WC,1-"P
- -o x~lta ~c h cracon; o' th& siflorade for seleatedl area- ok t-.he %=x~n~t~
cel.
1:1)4.2 ConeretI.ing-Under 176tor:
Concrpete siehull iaut be deriv;-Ited va-der vwater withoutl the specific prior approvmal of the MMIGMMM'.
Concrete shall be prot~ected egainat adverse weather conditions in aooordance vith "eoo~ Practice for Cold Wlat~her Cance~tirig",
AC! ?-06-66, ezd Fc. *d2reactice f'or got Woather Cocnretirn-,".
ACI 607-557, czcapt that s.---eerators su&-o as celaium Chi~oide and~
ac~ti-fratzee cpc=x:: rail ot la vzsed.
1:15Floor liarder-sr The 11vished coancrate rizfrmce of all floors, ex-capt thocce flocvp shcmi on th~ "'ICc ~i-.-;Bidrm Secrulo tlný= (!eUlme 141.ctt-r rinit-Ir--a, uhall have* -- zn-aýa cx-ztL~nA~czOr-L .ied Tho bvtrdo~r vhx.21 lfc _'-xnE-t C ~rv as r~,,-Xacturo-d b7 riviv go,
~ aaG of* tbu htzauý oeta2 be in accordmane with the m ivpii~~ vctic;-
C.
-
- r'.
~5\ ~~'?
- .!* 7 . . . .. : .* -, . j*:
1:I. 1.y ria Curin- mz~hois tŽ1e.i~a ACY 3316S as1 be uz_ exceb tha.t a am.in comnzLoad' shvll at b= rzadc f7or itta ~ 'nal. C~i-=3 cciaczet-ýe in t-he cc;atai:-e' Etisell.
Gr-ot *her basea-,-tes s.v11 I r.-r-L, cmeat and 2 rzts 9md ana h~l cezmefa-117-- s~o m~ to .-c-pletelfil eyz:1 below t~ aze pZ-.3z.
1:17.2 .xp_.o-alion of Sctrfaces:
- ..ere e-,-csed conciate .'urf-cc-s are to le covered *-i* t , tV:
-- :- _O . re--. -ý, of the co s ttso -a good boad I ...c crtý"3 -a. r be shpell ba ciicl -_4m all~'1 1tance rza:.-d 1:18 varor o T:me C3: E:! shall ovidz c-nd ir.! 8 vrmor bm-:-er =.ire emorete Sl2*2s rron'. 7'ae CS 'hccl Cm thn 12Lh-nirgs. ~
ISl C eB-icX2ý shall v*zbza:*'iew.
t n.._2i cty
?-n l,.,
r;:-onw
,- a l
.- befo_re z-:tc-
.'?of s2
-e "--...berri:e.. t'---
-b rv,- the z.b_"e P -wPem*eent 7,i,-ztc-. w, m-mufect-z-d by the Armric- Sisa. st
.!:::_ zhichll be v. ed. he vaior ba*i'er shall be inst*eied in
'ii:-..:.' e r-ewa-" a ,,.ithi -Caa ,:i,-,'Jcet, r' s -.. inted inst-,_-%c-.*ics in t-,e
.id.st ':c*tzaaics)i- ariOh -.ri--Ql jciKtz _lped rao less th=
6 freh~s.
1:39 lkerlmetor Ins-ltion
~'~'~t i-uttaticz-
ý to 1/2 iplmcd itc2 -- c-ntimst tate be StycnSr llri'x=t :cza2~ ' ba'd manu3 atm!ead by the iPcT Ona Vc~l Cc:*-,r' Me 'i1~inboard sh&., b:? one inch-:i,.e: i:.:I
" ,I -: Lta2e i-, ýccord=-*- .. l*-
- -afecture-' s pri:frtz izstu -imvj.
1:20 1:20.1 Prelim.inary -sts:
<"1. The 0:.'i% -'.' -75:_T! -1 ,.o'.aln Vie S z c-:Z of"a. L -C.
,q LAB PM- .OTY
'l-*.ch 1-.-l .. rlol.." to "- CCI:--' O crnc-r'; concrete I_ r-h' ,iao_. o. cont*-zo!!ed mEtrnes, C,:, ":
I"'72 S<*, .. ..
- i< !*: :i: :i< ,P . 6 < *'i;;:
a
- C., ms-- th 2-zed an r z2:; ! Zc cocitnce svitabis e to iamaiiuee ~c. ccn,:hr---in to t~ie typie C!=e a3trgt~ai i~cr c--i cm +-hte Dac-Anrcs. Aa~
za 1 ei-tCii cc cimica vit~i the istw't editions of thz
- fa-Icin 20zzc~c~ C 29-57-T-, C 4-3-66, C 127m-5~,c c 12,5Z!3 C 1.-. i2tests zhC!U1 confomi to A~i ~c CS-G~i en~etoc 15ý2--,6. ;z-, comipao j s&CTO-I by tkea LL Oa&"VW.Y for tllese preliaiznin-il tests.
- 2. The p-mprmi-cm for' th! ecacrte z~xe3 vill be deaterm-Ined by Tb-Cll 2 02 IS1ct-,( 4n3 og CIM331-66 end er hereinbefore
- 3. Me Ml-1 =1-M. s;hall' lavmm the ri64t to miake adjuatmets in or-me-ete "!=ý=;fn If to m et theo -eqxdrcE--afls of tbiA3 ~ c~
It. In the e-a T2m2ts'fwr.-sd lf reU.6cle. test reecord of Sa CýU-;;-r :U1 ezctc i-alz atirnt WM'-, L!hen all c.:- Z-p o
(; 02~t -- ram,oii~ed bri~e
- Mý CJ f e , COL cm : ýf -- , o r 5
- 1. ~~i-ý
- -e, 1,-w-cz rz+/-- aVt,
- e -2IGL VISCL'TORY viii3 r~~&~o- ~ b bztca -i.
tzart .Io-- Vu c~z.--zi~fr the ee c: zý,7 bark4 j~mi~.~ to Vce -4 '.- nd sz~ e=-
tes; p cije-'.T, all conc.rate Izzrdia-uts tno~e isemr ci; t~he C- ~ti-=' = Cite, V4uU i z's-pct rem-%--o-einM end !7cza CiJ tutS"4e :LU aeCOrz>-ý'cQ 'V'-f AVZ C31L-66. the razz;r bui-'USý-' a~ wat of a ji= I~ ' 4 fn -,ý rm-d far each
~'o Z$2~3 ~ b1 tor-.a~ at 71 ams, -,,-o vu~lndeisi a mzZr~3~ al ea __ , =o-_~tcst ?mah ' zzx.
-I* ,=,d.
-c- rw t~:Is vifl a-so be m-eA* .
thi cccmtc b~eius-i for test c-.riiude-s.
C2. In the event theat coicexete is j-~ue dm -;=3 f eroezal nt-.
ar thcit anftoc ic o~z~cted -i~+/-'c~- ei
,2t-; -,al ,; Lia- !r ý,i31 b3 rz- fox' ezr-ý set and be cimred md,-r the sam? comFit~ic-7 es tha rert, e. the strrit--e t?1-4jh it rees~xts. -is c, 3inder sh-e11 be tested at 28 days.
- 3. The ,GLMM1 CMY' Shell also perform~ the f los2inr-! t,%ts:
a.~gj "Ca. d 3,Ices, bm~ed on a, ren-drm sez~rgpi-- pioaee&-m asEmcfid in i11i.:~stic I tL-r 3.
- b. Perform v.:er --~t-- =-d randcm-ey sm-m-e roizifcir,- st--el ba-s in the fiLe-~ and test thmu to destruceton, es S,,fie
- a. z~2~and, te:;t m-ient ifasa cezr-ent frc~ e sil is tsed, snpecifted in Item 1:05.
- d. T&., z-1:' -T-rc7:cGed fime cnd -2cz~--e a3reg~e as
- e. Cc:2duct cx!e :ts - of Call +/-In Iit -5 r.3c'.Az.ir.d by Wh M-r - 1:2.3 Teet fl'-..cni:
Theo :z of t--ut r--;--s uil.1 be in ozeVith 17'.
o0L ACI4.- -
cc b' - cc-:',
in - acode -
v Ac evaluati cn c.L ccwzct-m str-:2%h L'iCh
- 21 this Uccrd8eSic 6 1
- 20 1~Dericieznt Con-crote:
flhibnever it q-mems t1::'t tw~ts of tim labor-,.tor-j emmd cylinrT--rs fall to m~et the raqx.rr~.emnts set forth in this Sm.-ecificm4io,-'
the M-R &zd/ar ELM=2r shall have tche right, atthe CO~CUPUML' erper e, to:
- 1. Orc1r czEL-csp to ILL3 y'?Crh=6iOS (7f tbe- zd-- to incmeeze hz~
strength.
- 2. Eeqiz~Ar iicz.2I --As of sp,-izmzm- e .e an-tire3lr fiMeld cid~iticmnz.
3.O2' =,;-r-s to i-ovepmm proc--dzwc for piowigad v~i~-~d~Aon16. -t3 in zccorr~e31e --ith '3ecuminS, P'r er~1 ~ti,~ScŽt~fr-c-3~c~ Concriecta for Cam si an(c; asl-CnE~! plxýrc
-~~~7 ---.- --
2 P-SP-~99~
If thce afwoý:iitio--ýA ' ~-I'M
ý=Us pra~vn - tlhe acncc_*t~e "ic of -- *fe .- *.-, tL -te 5120,1 M12-'.--'a thew .. o(-me-TU w, -. zz+/-Aad,
--v Ula *=/cK7M.I ~3a!-,
1:*).5 *eords:
3L Me M5TIE: L.*-C--ONY shaU -,;a ramomible for m=iMt'ne S of c~~~~~~+/-~I ts results sad
-:i5~~ic~~c the fica _ bte erL-d be suittad to the
. f:-r -iI zrcr -o 71=3- Cz-eted forms so be i-is-z Etin r !::h ta~zVz availa*ble fw re-i An. zod tio--z cc:-..:2.:5rae 3 shall1 ba*e.ie.. to the an-0 =
CCr.3t..O- of
- 2. In a~lt5.c2 to oCtof t~~~eu~~ qtmity =otral imco~z= to -Ls raft-ýgiricd 1-740UM Ir-ci-nd-
- a. C~ tz of~oe.
C_ eftr~iz ta
(_ n.e 3.~l7 C. Carb.itled z Z Mcr-- for tiho Mi2fzeaimg steel.
- d. Beneh tl_"r-- for ec- btc of =mccc-ta.
Spec. No. 321-A3.2 PROPOSAL To: Florida Power Corporatioa P. 0. Box 14042 St. Petersburg, Florida 33733 Attention: Mr. C. H. Thompson Purchasing Agent Gentlemen:
The undersigned hereby proposes to furnish ready-mixed concrete for the Unit #3 addition to Florida Power Cor.oration's Crystal River Plant, in accordance with Spec. 'No. 321-A3.2 for the following prices:
Unit prices for furnishing ready-mixed concrete containring no fly ash and o If the classes indicated:
(70*F) Class 5000-2 (1 1/2" Agg.) $ pper cubic yar d (70*F) Class 5000-2 (3/4" Agg.) $ per cubic yar d Class 5000-4 (1 1/2" Agg.) $ per cubic yar d Class 5000-4 (3/4" Agg.) $ per cubic yar d Class 3000-4 (1 I/2"Agg.) $ per cubic yar d Class 3000-4 (3/4" Agg.) $ per cubic yar d Class 3000-4 (3/8" Agg.) $ per cubic yar d Class 1500-4 (1 1/2" Agg.) $ per cubic yar d Unit prices for furnishing ready-mixed concrete containing fly ash and of t he classes indicated:
Class 3000-4 (1 1/2" Agg.) $ per cubic yar d Class 3000-4 (3/4" Agg.) $_per cubic yar d Class 1500-4 (1 1/2" Agg.) $ per cubic yar d It is hereby stated that the undersigned can maintain delivery of ready-mix ed concrete at a maxinum. rate of cubic yards per hour continuously.
Date of Bid __ Signed By Title Business Address of Bidder State of Incorporation k.ddre3s of Principal Office 2-1
Spec. No. 321-A3.2 SPECIFICATIOM DATA. Each bidder shall describe the materials, (Bidder's Name) equipment, procedures. and personnel he proposes to use for the work.
Note: Write entries boldly with black ink, or type entries using carbon back or ozalid ribbon. Do not use blue ink or a ball point pen.
Plant location Plant capacity cu yd/hr Delivery capacity cu yd/hr Delivery time from plant to main power plant building Brief description of qualifications of supervisory and technical personnel.
V.
1.4 (FLORIDA POWER CORPORATION)
(READY-HLYME D CONCRETE )
2-2
Spec. No. 321-A3-2
- (Bidder's Name)
(70F) Concrete Class 5000-2 (1 1/2" Ag-.)
Total gallons of water per cubic yard Cement factor per zubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard Quantity & Name of each admixture Air content (70*F) Concrete Class 5000-2 (314" Agg.)
Total gallons of water per cubic yard Cement factor per cubic yard Ratio of fine to total aggregates Weight (surf a ce drwý) of each aggregate per ciiic yard Quantity & Name of each admixture e.
- 1*4
.- J.
- 1'4 I'.
Air content i-i (FLORIDA POUFR CORP~ORATTC-N)
(READY-MU~ED CONCRETE )
2-3
Spec. No. S21-A3.2 (Bidder's Name)
Concrete Class 5000-4 (1 1/2" Agg.)
Total gallons of water per cubic yard Cement factor per eubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard Quantity & Name of each admixture Air conteat Concrete Class 5000-4 (3/41' Agg.)
Total gallons of water per cubic yard Cement factor per cubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard .3-54-Quantity & Name of eachi admixture Air content (FLORIDA POWER CORPORATION)
(RF--DY-:tIXED C'OCRETE )
2-4
Spec. No. 321-A3.2 (Bidder's Name)
Uithout Fly Ash With Fly Ash Concrete Class 3000-4 (. 1/2" Agg.)
Total gallons of water per cubic yard Cement factor per cubic yard Fly ash per cubic yard Ratio of fine to total aggregates Weight (surface drv) of each aggregate per cubic yard Quantity & Name of each admixture Air content Concrete Class 3000-4 (314 Agg.)
Total gallons of water per cubic yard Cement factor per cubic yard Fly ash per cubic yard Ratio of fine to total aggregates a'.
4 Weight (surface dri) of *I-
- each aggregate per cubic yard
- p4 *
'a 14.
Quantity & Name of each admixture Air content (FLORIDA PO-ER COPORA7TIN)
(RL-*Y-I-*c? Dcoc:C7*-Y )
2-5
Spec. No. 321-A3.2
- (Bidder's Na)
Concrete Class 3000-4 (3/8" Agg.)
Total gallons of water per cubic yard Cement factor per cubic yard Ratio of fine to total aggregates Weight (surface dry) of each aggregate per cubic yard Quantity & Name of each admixture Air content Concrete Class 1500-4 (1 1/2" A0.) -Without Fly .sh With Fly Ash Total gallons of water per cubic yard Cement factor per cubic yard Fly-ash per cubic yard Ratio of fine to total 2-aggregates
'.4 Weight (surface dry) of --4 each aggregate per cubic yard 1.e Quantity & Name of each admixture
- Air content (FLORIDA P0W!-R CORPMATI0')
(READY-:.MiXED COUCRTrE )
2-6
Spec. No. 321-A3.2 DETAILED SPECIFICATIO:S FOR REMADY-MIXED OINCRETE 3:01 Scope of Work This Specification covers the furnishing and delivery of all structural concrete for Crystal River Station - Unit No. 3 of the Florida Pc-wer Corporation. The station site is located approximately five miles north-west of Crystal River, Florida.
3:02 Definitions It shall be understood that the following terms as used in the Specifi-cations shall have the meaning herein given:
- 1. "Owner" shall mean the Florida Power Corporation.
- 2. "Engineer" shall =ean Gilbert Associates, Inc. Consulting Engineers.
- 3. "Supplier" shall rean the successful bidder for the material as outlined in these Specifications.
- 4. "Testing Laborator-.'. An independent testing laboratory selected
-and paid for by Florida Power Corporation except as otherwise noted in these Specifications.
3:03 Payment Payment for furnishing concrete will be made on the basis of the delivery tickets described hereinafter. Each request for payment shall be accom-panied by one copy of the delivery tickets for which payment is requested.
Requests for payment may be made weekly, but shall not be made less often than monthly.
Total payment for the concrete furnished under these specifications shall be the sum of the unit prices stated in the Proposal multiplied by the actual number of corresponding units of each class furnished and accepted for placement.
3:04 Reference Codes and Specifications All concrete shall be in accordance with the "Specification for Structural Concrete for 3uildings," ACI 101-66, "Building Code Requirements for Rein-forced Concrete," ACI 318-63, and all current editions of applicable codes as referred to herein, except as may be modified by these specifications.
3-i
Spec. No. 321-A3.2 3:05 Design Mixes Each concrete mix shall be designed and concrete shall be controlled to meet the following requirements.
3:05.1 STRUCTURAL CONCRETE CONTAINiING NO FLY ASH Max. M1,n11mur Maximun Size Placing Concrete Strength Slump Coarse Akcgregate Class (PSI) (Inches) (Inches) 70OF 5000-2 5000 2 1 1/2" 70OF 5000-2 5000 2 3/4" 90OF 5000-4 5000 4 1 1/2" 90*F 5000-4 5000 4 3/4" 90°F 3000-4 3000 4 1 1/2" 90°F 3000-4 3000 4 3/4" 90OF 3000-4 3000 4 3/8" 3:05.2 STRUCTURAL CONCRETE CONT-ArI-ING FLY ASH Minimum Maximum Size Concrete Strength Slump Coarse Aggregate Class (PSI) (Inches) (Inches) 3000-4 3000 4 1 1/2" 3000-4 3000 4 3/4" 1500-4 1500 4 1 1/2" 3:05.3 MAXD)UM FLY ASH CONTENT. The maximum fly ash content for any mix shall not exceed 20 per cent of the total weight of the cement and fly ash used in the mix.
Fly ash accumulation, resulting from the Owner's operation of Crystal River Plant Unit No. 1, will be made available free of charge at trhe hopper of the Owner's storage bin at the Crystal River Plant.
Owner-furnished fly ash shall be transported to the concrete plant with suitable equipment designed to control dust.
3:05.4 The minimum strength specified shall be compressive strength at age 28 days as determined by ASTM C39.
3:05.5 The determination of the water-cement ratio to attain the required strength shall be in accordance with Method 2, Section 303 of ACI 301-66. The 5000 psi concrete shall be designed for prestresed and ultimate strength types, and the remainder of the concrete for working stress type. The SUPPLIER shall submit to the OWNER for approval the proportions proposed for use and shall also furnish the requLred test data as evidence that the propor-tions selected will produce concrete of the specified quality.
3-2
Spec. No. 321-A3.2 3:06 Cement 3:06.1 All cenent sh-all be Portland Ca-ent conforning to "Portland Cement, Spec. for," AST- C 150--7, Type 11, for moderate heat hydration. All cement shall be confined to a single brand and whenever required by, the ;UNERER, shall be sampled and tested by the TESTIN-G _-.30PATORY to ascertain conformance with -_ST. C 150-67, Tyne II. All cement shall have -- established reputa-tion for beinz uniform in character and shall be approverd in writing by OWNR.
3:06.2 The manufacturer shall submit certified copies of mill test reports to t.e OWN-ER showing chemical co-riosition and certifying that the cemnent complies -with the Specifications.
3:06.3 The SLTPPLIER shall store the cement in a dry plac~e and in suei a manner as to permit easy 3ccess for proper inspectim and identification of each shinMent. All ce=-ent stored at the rdixing plant or construction sife more than six months shall be resampled and tested before used.
3:07 Aggregates 3:07.1 Fine Aggregates:
Fine aggregate shall conform to ACT 301-66. Only natural sand shall be used. Samples o. the -proposed a7gregate shall be submitted to the TESTING L-3O13RY for testing to in-_ure compliance w-th "Concrete Aggregates, Spec. for," AST". C 33-67. The azgregate shall not be used =.less approvei by the OWMIER in T-riting after the results of the test have been ascertained. The source of the fine acgregate shall not be changed without the written -. proval of the OWNER.
3:07.1 Coarse Aggregate:
- 1. Coarse aggregate shall conform to ACT 301-66. Sa=t1ies of the proposed aggregate shall be submitted to the TE-STIMG LABORATQO-Y for testina to insure co=ino-.iace with "Concrete Aggregates, Spec. for," AST" C 33-67. The aggregate shall not be used unless approved by the O-E-R in writing after the results of the test have been ascertained. The source of the coarse aggregate shall not be changed withott the written approval of the OW'E£.
3:08 Water Independent lab tests furnished by the SUTPLIER, of batch plant water shall be submitted initially and periodically as requested by -tE2 to insure the mixing water shall be clean and potable, and shall not contain greater than 100 ppm each of chlorides, sulffides, and nitrates, and the turbidity shall not exceed 2000 num.
3-3
Spec. '.o. 321-A3.2 3:09 Admixtures 3:09.1 Air Entraining Admixture:
All structural concrete shall be considered subject to potentially destructive exposure and shall contain entrained air in zounts conforming with the following:
Nominal Mad.mum Size Total Air --intent of Coarse A-gregate Z by Vcl-e 3/4 in. 5-7 1-1/2 in. 4.5-5 An air entraining admixture shall be used ctoforming to "Air-Entraining Admixtures for Concrete, Spec. :cr,' ASTM C 260-66 T.
3:09.2 Water Reducing Densifier:
A water reducing densifier shall be added .o all structural concrete. -he adixture shall be "Plastim-e-t," a product of Sika Chemical Company, "Pozzolith, 100-R," = prpduct of the Master Builders Co., or "Protard", a produz: of Protex ndusi..
tries, Inc., these products shall conform iz all respects to "Cheaical A'-dixtures for Concrete, Spec. fcr," ASTM C 434-67 T, Type D. The quantity to be added, the con::ollivg temperatures and the method of mixing shall conform to :'-La manufacturers' recommendations for use of their product.
3:09.3 Calcium Chloride:
Admixtures containing calcium chloride shall not be used.
3:10 Water-Cement Ratio Maximum Water-cement ratio for various strength of zcncrete shall be as follows:
Compressive Strength Gallons of Water/
(pat at 28 days) Sack of Cement 5000 5 3000 6 3:11 Mixing Concrete 3:11.1 Measuring :iaterials:
A concrete batch plane shall be utilized W'Mzh complies in all respects including provisions for storage a-.d precision of measure-ments with "Ready-Mixed Concrete, Spec. for. .XST- C 94-67. The TESTI:IC LABOk.-TORY will maintain an inspector at the batch plant to insure that the mix proportions comply v4-:h those for the 3-4
Spec. No. 321-A3.2 design mixes with water content .;o.ified as required by nmeasure-ments to 5e made of content of -,urf:ze mo!sture on the n-grezates.
This inspector will test per5tcca.y all mix ingredients and shall insure that a ticket is provi*ed for each batch as specified in Item 3;il.6 of this Specificatia.
3:11.2 Transit azing:
Ready-mixed concrete shall be -ixed and transported in accordance with "Reag-_ixed Concrete, Spec. zr," AST, C 94-67. The .niI,~rn
,amount of -".ing in truck mixers Leaded to maxirnt capacitv shall be 70 revciutions of the drum or bla"des after all of the ingre-dients, including water, are in the a-ixer. The maximum number of revolutions at _ixinc speed shall be 100; any additional mixing shall be a: agitating speed, as regired by ASTM..C 94-67. All trucks shall be equipped with a re:olution counter.
3:11.3 Delivery:
The concreze shall be delivered to -:he site and discharge shall be completed vithin 1-1/2 hour3 or 'efore the drum has been revolved 3J0 revolutions, whichever comes first, after the introducticn of the -ixin- water tc the cenent and aggregates, or the introduction of the cement t: the aggregates. In hot weather, t-e 1-1/2 hour tine li-it small be reduced, as directed by the TESTING LABORA73RY =md/or 0O7NER. Concrete which does uot meet this requi-e='e= =ay be rejected at no cost to the Owner. Ho;ever, the u:-piier -will not be responsible for delays at the site whnich are beyond his control.
3:11.4 Hot Weather Concrete:
Except as -cdIfied herein, hot weather concrete shall co=.-ly with ACI 605. A: air te-perazures of 90*F or above, special procedures shall be adcpted to keep the concrete as cool as possible. The temperature of the concrete when it is unloaded from the trucks shall not exceed 90*F.
Concrete for the containnent struct,nal walls, done and rzat shall have a placing temperature of not wre than 700F.
3:11.5 Mixing Water:
The proportion of water in each strength mix shall be adjusted daily as resuired by the content of surface moisture on the aggregates. Except for this adfustneat, no changes in quantity of mixing water shall be made without the approval of the OWNER.
3:11.6 Batch Record:
Each batch cf concrete shall be recorded on a ticket which pro-vides the date, actual pmoortifzi-, of the =-zx, concrete L*:iqn 3-5
Spec. 'No. 321-A3.2 strength, destination as to portion of structure, and identifi-cation of transit mixer. The truck driver shall deliver this record to the OWTNER vith a copy to the TESTI:'G L_3I0ATORY personnel at the location where the concrete is delivered. As required by ASTM C 94-67, the batch ticket shall also include the time loaded, amount of concrete, and reading of revolution counter at first addition of water.
3:12 Quality Control 3:12.1 The will obtain the services of a TESTI.NG LlBORATORY, which will perform the functions hereinafter specified:
- 1. Sample and test cement, when required by the OWNER, to ascertain conformance with AST.! C 150-67, Type II.
- 2. Test samples of fine and coarse aggregates to ascertain conformance with the following ASTMM specifications:
- a. C 29-67 T "Unit Weight of Aggregate, Test for."
- b. C 40-66 "Organic Impurities in Sands for Concrete, Test for."
- c. C 127-59 "Specific Gravity and Absorption of Coarse Aggregate, Test for."
- d. C 128-59 "Specific Gravity and Absorption of Fine Aggregate, Test for."
- e. C 136-67 "Sieve or Screen Analysis of Fine and Coarse Aggregates, Test for."
- 3. Conduct periodic tests to determine surface moisture content of aggregates.
- 4. During concreting operations, furnish the services of an inspector at the batch plant who will certify the mix proportions and conduct the tests itemized above.
- 5. Furnish the services of an inspector at the site who w4ll
-ake slump tests, make test cylinders, check air content and record weather conditions. With OWNER/E:;GINEER approval, he will make adjustments in the mix proportions, if necessary, to meet the requirements of this Specification. Finally, he will have the right to reJect any concrete which does not meet or cannot be adjusted to meet the requirements of this Specification.
- 6. .aintain all quality control and test records, which will include certified copies of =ill test reports for the cement and batch tickets for each batch of concrete.
3-6
Spec. I.o. 321-A3.2 3:12.2 The evaluation of test results will be in accordance with Chapter 17 of ACI 301-66. Sufficient tests vill be conducted to 7rovide an evaluation of concrete strength in accordance with this Specification. Whenever it appears that tests of the laboratory cured cylinders fail to meet the requirements set forth in this Specification, the OWN'ER/ENGfl*EER shall have the right, at the SUPPLIER'S expense, to order changes to the proportions of the mix to increase the strength.
The supplier,-shall reinburse the owner for the cost of removing and replacing defective concrete including the costs of fcrming, form removal, reinforcing steel, ea-bedments, and all other related work and =aterials when and if the defective concrete is the fault of the supplier.
3-7
- 9 SPWIFICATION FOR FUMISHING AND ALIVERG OF STRUCTURAL CONCRETE SP-5569 OCTOBER 17, 1968 -
VCBITA RIVER - tMIT NO. 3 FLORIDA POWER CORPORATION FPC-321-A3. 2 Oilbert Aaucclates, Inc.
525 Lancaster Avenue Reading - Pennsylvania S.N.D.- W&A.DE W.O. 1420.00,
- .1 dv. %. r...Z,~va.S'. . .
CO0 N-T R SectionTil
- I ~~~Instructions to Bidders iitr -
II Proposal 111th~ru ii-6
.332 Detailed Specifications iiitr 1-GILBERT ASSOCIATES, INC.
[]
N 9P-SETION I
.-IMMTRITION3 TO BID1MRS Item Title Ial 1:01 Invitation I-i 1:02 Submission of Proposals 1:03 Preliminary Approval I-2 1:04 Evaluation of Proposals 1-2 1:05 Acceptance of Proposals 1-2 1:06 Shipping Information 1-2 GILBERT ASSOCIATES, fl1.
- .l .l . 1 ' .
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..... :- :SP-5569
-~ ~ - .10-17-68 1-.:00 I1016TIO TO BIDDERS 1:.01 Invitation Proposals are hereby requested by the Florida Power Corporation for the furnishing and delivering of all structural concrete as set forth in the attached Specification No. SP-5569, which will be incorporated in the Crystal River Plant Unit 3, located approximately five miles northwest
- of Crystal River, Florida.
1:02 Submission of Proposals 1:02.1 Proposals shall be submitted in quadruplicate and shall be transmitted to:
Florida Power Corporation P. o. Box 140o2 St. Petersburg, Florida 33733 Attention: Mr. C. H. Thompson Purchasing Agent 1:02.2 Proposals must be received by Florida Power Corporaition prior to twelve noon .
1:02-.3 Each Proposal shall be prepared using the Proposal Form, and any data forms, attached hereto. Bidders shall furnish with their Proposals all drawings, catalog data, and other supplementary information necessary to describe thorou_4il the materials and equipment covered by their Proposal.
1:02.4 Bidder shall furnish unit price quotations for the various classes of concrete as listed under 3:05. Approximately 86,000 cubic yards will be required. This quantity is intended only as a guide and is not guaranteed. However, all unit prices shall be firm and shall not be subject to adjustment because of greater or lesser total quantities than anticipated.
1:02.5 The price stated in the Proposal shall include all taxes and licenses which might lawfully be assessed, on the date of the Proposal, against Florida Power Corporation or the Bidder, in connection with the proposed WORK. Exception: Unless otherwise stated herein, Florida Sales and Use Tax shall not be included in the bid price.
1:0o2.6 The Bidders shall state in their Proposals that the materials and/or equipment will meet the Specifications as set forth herein. Any exceptions to the Specifications set forth herein shall be stated clearly in the Bidders' Proposals.
GILBERT ASSOCIATES, IVC.
I-1
- -. ,-~
SP?
. 1017-1:02.7 Bidders shall also state in their Proposals the complete terms of their guarantee applicable to the materials. and/or equipment they propose to furnish under these Specifications.
1:02.8 Bidders shall set forth in their Proposals the terms of payment normal to their company, includinig cash and/or tra~d discotnts allowed, if any.
1:03 Preliminary Approval 1:03.1 Certified reports prepared by an independent testing laboratory and covering the materials and proportions of each class of concrete shall be submitted with each Bidders' Proposal.
1:03.2 laboratory testing required for preliminary approval shall be done by an acceptable independent testing laboratory retained ad paid by the Bidder.
1:03.3 Reports on cement shall include the type, brand, ma=:facturer, composition, and method of handling (sack or bulk).
1:03. Reports on aggregates shall include the source, type, gradation and specific gravity of each aggregate and the results of all tests required to verify comTAliance with A524 C 33-67.
1:04 Evaluation of Proposals 1:04.1 The rate of supply of materials is a bas:: consideraion of the Contract.
The Proposals shall be based on the Bidders' ability to satisfy Florida Power Corporation of their ability to ftznish concreie at an adequate rate of supply to meet the project requieents. The minimmu acceptable delivery rate shall be 150 cubic yards/bomr. Bidders shall state in their proposals their maximum rate of supply in cy/hr.
1:04.2 It shall be understood that the e'valuatic= of proposal's received in accordance with these Instructions to Bidders and the attached Specifications will be conducted solely by Florida Pcuer Corporation.
1:05 Acceptance of Proposals Florida Power Corporation reserves the rlit to accept or reject any or all Proposals.
1:06 Shipping Information Bidders are advised that delivery shall be made to the plant site in accordance with AST4 C 94-67 as specified in Item 3:i!.3.
GILBERT ASSOCIATES, IVC.
1-2
I , "
+ -.
$9.M
' ..0X 40 S-5569 ao 10-17-68 PRPOAL To: Florida Power Corporation P. 0. Box 140!-_
St. Petersburg, Florida 33733 Attention: Mr. C. H. Thompson Purchasing. Agent Gentlemen:
- Tme undersigned hereby proposes to furnish ready-mixed concrete for the Unit No. 3 addition to Florida Power Corporation's Crystal River Plant, in accordance with
. Specification No. SP-5569 for the following prices:
Unit prices for furnishing ready-mixed concrete containin no fly ash and of the classes indicated:
(70 F) Class 5000-2 (1-1/2" Agg.) $ per cubic yavd (70 F) Class 5000-2 (3 1/" Agg.) $ per cubic yard Class 5000-4 (1-1/2" Agg.) $ per cubic yard Class 5000-4 (O3A"Agg.) $ per cubic yard
(+ . Class 3000*4 (1-1/2" Agg.) $ per cubic yard Class 30oo- (3W4" A9g.) $ per cubic yard Class 30o0-k (318" Au-f.) $ pr cb.ic yand Class 1500Al (1-1/2" Agg.) $ per cubic yard Unit prices for furnishing ready-mixed concrete ccmtaining fly ash and of the classes indicated:
Class 3000-i (1-1/2" Agg.) $ per cubic yard Class 3000-l ( 3 /f" Agg.) $ per cubic yard Class 1500-4 (1-1/2" Agg.)
- per cubic yard It is hereby stated that the undersigned can umintain delivery of ready-mixed concrete at a mm rate of cubic yards per hour continuously.
Date of Bid Signed BY Title Business Address of Bidder State of Incorporation Address of Principal Office
"::i: *:i : ... I -I
V 4
'SPECIFICATION DATA. Each bidder sbaf11 describe the materials, iBidder's 1Name)
(. e*uipment, procedures, and personnel he proposes to use for the work.
Note: Write entries boldly with black ink, or type entries using caibon back or ozalid ribbon. Do not use blue ink or a ball point pen.
Plant location:
Plant capacity cu yd/hr:
Delivery capacity cu yd/hr:
Delivery time from plant to maln power plant building:
Brief description of qualifications of supervisory and technical personnel:
(
(FUNMA POWER CORPOATION)
(HUDYMIXEDM CONCRETE )
nI-2
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]D-1T-68
.7...-.-
V l (mOdez-Is Name)
(
(70 F) Conrete
(-m*- C1ss
!Fg*.I5000-2 Tlm]
oI1 NxMI of water per cubic yard:
Cemnt factor per cubic yard:
Ratio of fine to total agre tes:
weight (s-rftce dry) or each aggregte per cubic yard.
Quantity &iV of each admdxtune:
Air content:
(70 F) Concrete CI-- 5000-2 (34.'Ag.
Tota1l of u1ter per cubic yard:
Cement factor per cubic yard:
Ratio of fine to total aggrestes:
weight (surface dry) of each agpegate per cubic yxrd:
quantity & ~mof each adixture:
Air content:
I 4.
U1-3
10-17-4 (Bidder.'s Name)
C Concrete Class 5000-4 Total gallons of water per cubic yard:
Cement factor per cubic ya.d:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregte per cubic jard:
Quantity & Name of each admixture:
Air content:
Concrete Class 5000-4 0,/4" Agg.)
Total gallons of water per cubic yard:
Cement factor per cubic ymd:
Ratio of fine to total aggregates:
Weight (surface dry) of ear-h aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
(FLOCIDA POWER C.P0RATION)
(.....- ED coNcYME )
.. .. . ...... . ....... . 1O 1 .6 (Bi.er'.s Name).
Without Fly Ash With FAsh Concrete Class 3000-4
, "(1-1/2" Agg..)
Total aallns of water per cubic yard: -
Cement factor per cubic yard:
Fly ash per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
Concrete Class 3000-.
(3/4" AggJ Total gllons of water per cubic yard:
Cement factor per cubic yard:
Fly ash per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content-FLORIDA POWER CCRPORATION)
REAY-MIXED CGWRETE )
n-5
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- -~ .aA ,'~ ~~2~'VA 10-1t-68:
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(Bidder's Name) t f
l Concrete Class 3000-4 (3/8- A.g Total gallons of water per cubic yard: !
Cent factor per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
Concrete Class 1500-4
(-1-112" Agg.) Without Fly Ash With Fly Ash Total gallons of water per cubic yard:
Cement factor per cubic yard:
Fly ash per cubic yard:
Ratio of fine to total aggregates:
Weight (surface dry) of each aggregate per cubic yard:
Quantity & Name of each admixture:
Air content:
I FLORIDA POWER CORPORATION)
READY-CMED COIERETE )
11-6
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SEMTON III DETAILED SPMCFICAX10NS Item Title Pagefr 3:01 Scope of Work 3:02 Definitions 3:03 Payment 3:04 Reference Codes and Specifications 3:05 Design Mixes 111-2 3:o6 Cement 111-3 3:07 Aggregates 111-3 3:08 Water 111-3 3:09 Admixtures 3:10 Water-Cement Ratio 3:11 Mixing Concrete 3:12 Quality Control 111-6 GILBERT ASSOCIATES, IM~.
-'I..
SP-55ý69.
S 3 00 METAILED SPECIFICATIONS 3.01 Scoe of Work This Specification covers the furnishing and delivering of all structural concrete for Crystal River Station - Unit 9o. 3 of the Florida Power Corporation. The station site is located approximately five miles north-west of Crystal River, Florida.
3:02 Definitions It shall be understood that the following terms as used in the Specifi-cations sba11 have the meaning herein given:
I. "OWNER" shall mean the Florida Power Corporation.
- 2. "ENGINER" shall mean Gilbert Associates, Inc.* Consulting Engineers.
- 3. "SUPPLIER" shall mean the successful bidder for the material as outlined in these Specifications.
"TESTING LABORATORY" shall mean an independent testing laboratory selected and paid for by Florida Power Corporation except as other-wise noted in these Specifications.
3:03 Pament 3:03.1 Payment for furnishing concrete will be made on the basis of the delivery tickets described hereinafter. Each request for payment shall be accom-panied by one copy of the delivery tickets for which payment is requested.
Requests for payment may be made weekly, but shall not be made less often than monthly.
3:03.2 Total payment for the concrete furnished under these Specifications shall be the sum of the unit prices stated in the Proposal multiplied by the actual number of corresponding units of each class furnished and accepted for placement.
.3:04 Reference Codes and Specifications All concrete shall be in accordance with the "Specification for Structural Concrete for Buildings," ACI 301-66, "Building Code Requirements for Reinforced Concrete," ACI 318-63, and all current editions of applicable codes as referred to herein, except as may be modified by these Specifi-cations.
( GILBERT ASSOCIATES, INC.
IIl-i
3:05 Design Mixes Each concrete mix shall be designed and concrete shall be controlled to meet the following requirements.
3:05.1 Structural Concrete Containing No Fly Ash:
Max.
- Minimum Maxi-m Size Placing Concrete Strength Slump Coarse Aggregate Temp. Class (PSI) (Inches) (Inches) 70 F 5000-2 5000 2 1-1/2" 70 F 5000-2 5000 2 3/4" 90 F 5000-41 5000 4 1-1/2" 90 F 5000-4 5000 4 3/4" 90 F 3000-4 3000 4 1-1/2" 90 F 3000-4 3000 4 3/4" 90 F 3000-4 3000 4 3/8" 90 F 1500-4 1500 4 . 1-1/2'1 3:05.2 Structural Concrete Containing Fly Ash:
Minimum Maxizmu Size Concrete Strength Slump Coarse Aggregate Class (PSI) (Inches) (Inches) 3000-4 3000 4 1-1/2" 3000-4 3000 4 3/4" 1500-4 1500 4 1-1/2" 3:05.3 Maximum Fly Ash Content
- 1. The maximum fly ash content for any mix shall not exceed 20 percent of the total weight of the cement and fly ash used in the mix.
- 2. Fly ash accumulation, resulting from the OWNER'S operation of Crystal River Plant Unit No. 1, will be made available free of charge at the hopper of the OWNER'S storage bin at the Crystal River Plant. OWNER-furnished fly ash shall be transported to the concrete plant with suitable equipment designed to control dust.
3:05.4 The minium strength specified shall be compressive strength at age 28 days as determined by ASTM C 39-66.
3:05.5 The determination of the water-cement ratio to attain the required strength. shall be in accordance with Method 2, Section 308 of ACI 301-66.
The 5000 psi concrete shall be designed for prestressed and ultimate strength types, and the remainder of the concrete for working stress type. The SUPPLIER shall submit to the OWNER for approval the propor-tions. prposed for use and shall also furnish the required test data as evidence that the proportions selected will produce concrete of the specified quality.
GILBET ASSOCIATES, INC.
111-2
Iý.,
........ ,a . 10-17-.8 3:06 Cement 3:06.1 All cement .=hall be Portland Cement conforming to "Portland Cement, 8pec. for," ASTM C 150-67, Type II, for oderate heat hydration. All cement shall be confined to a single brand and whenever required by the OWNER, shall be sampled and tested by the TESTING LABORATORY to as-certain conformance with ASTM C 150-67, Type II. All cement shall have an established reputation for being uniform in character and shall be approved in writiing by OWNER.
3:06.2 The manufacturer shall submit certified copies of mill test reports to the OWNER showing chemical composition and certifying that the cement complies with the Specifications.
3:06.3 The SUPPLIER shall store the cement in a dry place and in such a manner as to permit easy access for proper inspection and identification of each shipment. All cement stored at the mixing plant or construction site more than six months shall be resampled and tested before used.
3:07 Aggregates 3:07-1 Fine Aggregates:
Fine aggregate shall conform to ACI 301-66. Only natural sand shall be used. Samples of the propiosed aggregate shall be submitted to the TESTING LABORATORY for testing to insure complianhe" with "Concrete Aggregates, Spec. for," ASTM C 33-67. The aggregate shall not be used unless approved by the OWNER in writing after the results of the test have been ascertained. The source cf the fine aggregate shall not be changed without the written approval of the OWNER.
3:07.2 Coarse Aggregate:
Coarse aggregate shall conform to ACI 301-66. Samples of the proposed aggregate shall be submitted to the TESTING LABORATORY for testing to insure compliance with "Cancrete Aggregates, Spec. for," ASTM C 33-6T-The aggregate shall not be used unless approved by the OWNER in writing after the results of the test have been ascertained. The source of the coarse aggregate shall not be changed without the written approval of the OWNER.
3:08 Water Independent lab tests furnished by the SUPPLIER, of batch plant water shall be submitted initially and periodically as requested by OWNER to insure the mixing water shall be clean and potable, and shall not con-
- ...... tain greater than 100 ppir each of chlorides, sulfides, and nitrates, and the turbidity shall not exceed 2O0 ppm.
GILBERT ASSCCIATES, INC.
III-3 owi
I, 1 1!
309 Admixtures
.3-09.1 Air Entraining Admixture:
I. All structural concrete shall be considerpedsubject to potentially.
destructive exposure and shall contain entrained air in amounts conforming with the following:
Nominal Mabimum Size Total Air Content of Coarse Aggregate %by Volume 3/. .in. 5-7 1-1/2 in. 4I..5-5
- 2. An air entraining admixture shall be used conforming to "Air-Entraining Admixtures for Concrete, Spec. for," ASTM C 260-66 T.
3..09.2 Water Reducing Densifier:
A ster reducing densifier shall be added to all str*ctural concrete.
The admixture shall be '"Pastiment," a product of Sila Chemical Company, "Pbzzolith, 10O-R, " a product of the Master Builders Co., or "Protard", a product of Pro~ex Industries, Inc. These products shal conform in all respects to "Chemical Admixtures for Concrete, Spec. for,w ASTM C 494-67 T, Type D. The quantity to be added, the controllinmg temperatures, and the method of mixing shall conform to the manufacturers' recommendations for use of their product.
3-:09.3 Calcium Chloride:
Admixtures containing calcium chloride shall not be used.
3:10 Water-Cement Hatio 3.Mximum water-cement ratio for various strength of concrete shall be as
- xm follows:
Compressive Strength Gallons of Water/
(psi at 28 days) Sack of Cement 5000 5 3000 6 3:U1 Mixing Concrete 3:11.1 Measuring Materials:
A concrete batch plant shelL be utilized which coplies in all respects including provisions for storage and precision of measurements with "Ready-Mixed Concrete, Spec. for," ASTM C 94-67. The TESmw LABORATORY will maintain an inspector t the batch plant to Insure that the mix GILBERT ' oCATES, inC.
i - -
711 sz-69 proportions comply with those for the desigm mixes with water content modified as required by measurements to be made of content of surface moisture on the aggregates. This inspector will test periodically all mix ingredients and shall insure that a ticket is provided for each.
batch as specified in Item 3:ll.6 of this Specification.
TV,. 3:11.2 Transit Mixing:
Ready-mixed concrete shall be mixed and transported in accordance with "Ready-Mixed Concrete, Spec. for," ASTM C 94-67. The minimum amount of mixing in truck mixers loaded to maximum capacity shall be 70 revolutions of the drum or blades after all of the ingredients, including water, are in the mixer. The maximum number of revolutions at mixing speed shall be 100; any additional mixing shall be at agitating speed, as required by ASTM C 94-67. All trucks shall be equipped with a revolution-counter.
3:11.3 Delivery:
The concrete shall be delivered to the site and discharge shall be coms pleted within 1-1/2 hours or before the drum has been revolved 300 revolutions, whichever comes first, after the introduction of the mixing water to the cement and aggregates, or the introduction of the cement to the aggregates. In hot weather, the 1-1/2 hour time limit shall be reduced, as directed by the TESTING LABORATORY and/or OWNER. Concrete which does not meet this requirement may be rejected at no cost to the OWNER. However, the SUPPLIER will not be responsible for delays at the site which are beyond his control.
3:11.4 Hot Weather Concrete:
- 1. Except as modified herein, hot weather concrete shall comply with ACI 605. At air temperatures of 90 F or above, special procedures,
- -shall be adopted to keep the concrete as cool as possible.. The temperature of the concrete when it is unloaded from the trucks shall not exceed 90 F.
- 2. Concrete for the containment structural walls, dome, and mat shall have a placing temperature of not more than 70 F.
3:11.5 Mixing Water:
The proportion of water in each strength mix shall be adjusted daily as required by the content of surface moisture on the aggregates. Except for this adjustment, no changes in quantity of mixing water shall be made without the approval of the OWER.
3:11.6 Batch Record:
.ach batch of concrete shall be recorded on a ticket which provides the date, actual proportions of the mix, concrete design strength, destination GILBERT ASSOCIATES, INC.
111-5
as to portion of structure, and identification of transit mixer. The truck driver shall deliver this record to the OWNER 'with a copy to the TESTING LABORATORY personnel at the location where the concrete is delivered. As required by ASTM C 914-67, the batch ticket shall also:
include the time loaded, amount of concrete, and reading of revslution.
counter at first addition of water.
3:12 Quality Control 3:12.1 The OWNER wi*l obtain the services of a TESTING LABORAT*ORY which will perform the functions hereinafter specified:
'A 4
- 1. Sample and test cement, when required by the OWNER, to ascertain conformance with ASTM C 150-67, Type II..
- 2. Test samples of fine and coarse aggregates to ascertain con-formance with the following ASTM specifications:
- a. C 29-67 T "Unit Weight of Aggregate, Test for."
- b. c 14o-66 "Organic Impurities in Sands for Concrete, Test for."
- c. C 127-59 "Specific Gravity and Absorption of Coarse Aggregate, Test for."
- d. C 128-59 "Specific Gravity and Absorption of Fine Aggrega~te, Test for."
- e. C 136-67 "Sieve or Screen Analysis of Fine and Coarse Aggregates, Test for."
- 3. Conduct periodic tests to determine surface moisture content of aggregates5.
1.During concreting operations, furnish the-services of an inspector at the batch plant wbo will certify the mix proportions and conduct the tests itemized above.
- 5. Furnish the services of an inspector at the site who will make slump tests, make test cylinders, check air content, and record weather conditions. With OWNER/EINGINEER approval, he will make adjustments in the mix proportions, if necessary, to meet the requirements of this Specification. Finally, he will have the right to reject any concrete which does not meet or cannot be adjusted to meet the requirements of this Specification.
6.uaintain all quality control and test records, which will include certified copies of mill test reports for the cement and batch tickets for each batch of concrete.
GILBERT ASSOCIATES, INC.
12,
69.
-63 3:12.2 The evaluatio-n of test results vili bbe- in accordan-cei vith Chapter.ý 17 of ACI 301-66. "Sufficient tests wiU 'be conducte to prvide an evýaluation of concrete.srtrength in acco-rdance wihti pcfcto.Whenever it appears that -.teists of the laboratory' curd*cylindersý fail to meet the requirements .set forth in, this Specificatio'n, the O*WgRENGI1kEAR shall have the right, at the StPLE t xesto order hne to te pro-portions, ofth mix to inc:ease theasrngth.
3:-12.3 The SUPPLIER shall reimburse theOWNER for the cost of removing and re-placing defective concrete including the costs of forming, form removal, reinforcing steel, embedments, and: al other related 'ýWORK and materials when and if the defectiveý concrete is theý fault of .theý.SUPPLIER.
(
GIER ASSOCIATES, INC.
111-7
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3 SPECIFic-UŽ7IonJs MWCTj'JIL C:71U 75 P-SP-5569 196s CRYS'T L2 E! - -tT~r £0. 3 FLOP-DA i'O?1IR COP20-TIOT Gi2balt Associajets, Inc.
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!:02.10 *i~ *shall- S36 ? 2.-o*;*-i. t !'q'-z-.*,als lt--m th- -ý-xnz' of_.... "
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2:00 PROP0S3MJ This Section to be added later by Florida Power Corvoration.
I
C 3:00 1R -,.AL CONDITIONS This Section to be prep~ared later.
III-i
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- _TIC:j iY, ItemTil 4:,o_-*-3OZ: IV-I 4:02 Refeence C17- 3i_-Picctizns iV=11.
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P-sz--5zS9 SECTION XV D- ;ZD SM-*CIFEC-IIO0',S 4:01 Scor.3 of 17o:-k IV-1 4:02 ReferenCe Codes v S-aacifittic iV-i 4:03 Conezo'to SZ;eCtgs IV-I 4;05 9-2 4:06 %Tater" IV-2 4:m IV-3 4:0 Mixfng Ccc:acraý-c lý 4:10 Qua~lity Ccn-arol -
P-SP-55 9 CScof This c-0i .. tae f'niehdrg- d of".
r tuatcciL Er- .'j1 cac:'--et-S fa:7 cxyjtc. River Sta.titc-a - Uhit, No. 3 of the nloxi*&PTZrer I Vz stetica- site is Ic ~ *'I*-~:y 5 ale~s -hwest of Ctrystal 1. .er, rlo'oida.
- -'02 Referente. Co's zr S7ccifCf_: i¢,2B All cmncrete ann coac_*ct' s7WX be in :ceord1,e -'ith the ACI -1r-8-3. 3/:i-ThQ3oe in.orioned cocs and srai -a+--;i- ocurpi i-6zys.
4:03 Comcereta S!4rýth
' .03.1 The a-,-f'i~d 200 . :.,r~ rltfmte ccaz~essive s '-~ths
- 2. S*Sctur-,-* xye o 5000 r,-i 19C00 Cy 3000 rsi 1-1/2 ~ia. ca 355C~ -y (I 000vz 3A: ia-. cza 2900 ey
- 2. Fill Ccmnzre--*e:
3000 zasi I101C0 1300 r-i 1000 Cy 4:03.2 Mhe c*':' trc c-1zini *-o n -*tia to 07'n th/e reqtxired e*.ren *,h-1
- i co;ne-**- "z*i *t 2. iz 308 of AdI
_ c--z--ale ca5*30'J "a f::- -arA,- s d mS for -'I "mit2--.0 _ -r c*s-a. rzelsom,,al.o thel-'r nuiiii.' .- z n'-z rri-*o l s*_= ý 4:04&.1 All c c-Le~.
allJ bo c"LdC~~ com--nci to "?cxr~aand Czzczt, Anl ~ Z~J cý2i+/-..zd .o a~sn:;.~zIc K
P-SI3-5:5;s9 C27:2E-c 'T 5O-j ý TT:
Tb--~---~ -'au &idn~ e~t fc ca)es of n-12.1 t-est oro s to .~L: ":~z1cedci~~t~ h~'
the ono:
Ca-r2Tzzwi tc-!, ,tc1 Thzz Cr _,la thm six 7mth be mbe z.1xi EL , :-n:. ra 1:
e of 1~ L-4 o~c atec v -4 t 1:-It -Lac c te i a aio~2 t c:..nciio.
to~i :-3-S M,-e' t'c -:*a v~iiaotiraf i '~.t a , i 11t zcf &e +/-cz-xi ic"- auc .
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4~:07.1 M~r -Olt--ai-Miag .ti All tia. e t~ 1-1l be Cc---i;Ze~d SvOa~jeet t ~~n~
3/Is in. 5-T.
1-1/2 in.
T.Tuat J orR Z C"~v any or~~ ~ O -: (o.
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4:0 7.3 Calciuzm Cualr.de:
A&~::z ccc~.:L cnlŽi~it ~
chloie zciai zot ba s;d 4M0 lcatcr-Oc:nt ix i idb.a cc flcr- c' t o~Of of l-a*ý-,
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P-SP-5~ ~9 A _-al be ~Žz-.ýAck cacoies in an!i n2c1cnte S*.,-.ni, C. v::$
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-a:~_ ~ ~. o' C2 a-ace iae on the
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p~Tlcco2,zd -"*a31eLrIP b' to'Cr2~c cmd~ ru-l Ito Com-c t!" 'n, o LU c r. !h. b-*-*-=-
t~me limit be roil-d as dira-tc&~ b tho WSTSIM 0~2O
'::G9.~&~ Cc- ~t 4:09.5 1112tný_ '111tar:
12Z CUT 4J.Z!L. che Mwf.-.
n P-SP-55~9 i&:o9.6 BAitch- iicord:
Sach ba,+/-ch of aconret~e eha2U. be rec!orded an a ticret vhiich provi~des fte dztz, actual propor~ticns of lthe mn, concrete design atrergoll, Awtinazion as to roztion o--: strulc-bzre, anid identirication at transit mixer. Mie truack 4rfter shol1 C.eiver this record to. th~e
~f1Rvith a copy to tha MIT$TFI~G LUGO?~iGORY perscran- al tze:
loceatic1 there the co2~t sd~t~e.As !equiedby ASTV C 9',,67, the batajXi. ic1 ,at shell also include the timi loaftd,
~1ooantý.V 'ee, MI'6. eaEýirzg of xa-vo1ation ab Zfizs1t
ýz P-gaditio..' of vatew.
____ C 4i:10.1 Ife Ori=1 Will obtain the servies of a TIESTI!-G LM~OEATO3. vbICb v III pe--form the +/-Nmatione hereinatter vocifIied:
- 1. &1m'ple and test comelvt, -v-en roi~3urCd by the C ,to ascearuain confoziance with M~IMI 0 1.50-67, TT 11.
cm Wr=Cz vith tie 1`311cr-Lngj -LI~SI' Szee.-.ifacnCIq:
- a. c 29-67 'T~ =-t Fmiight of Test, for."
-mczuwrities in sands ifcr Concrete, C
7 Test for."
C. C 127-59 Agggreate, T2est for."
- d. C 128-59 cGravityr aTd Abe-OrDtion- of Fino e* a IVA-6 "Bieve or Sereen Analaysis of ?ine ond Coexse A~gg-egcates, T'est for."'
- 3. Ccr~t,.-t r--ocicc te-.ts -'.o da~te=-,n. surface =Jfstvir czvten~t of ~gg&.eg~e:s.
- b. Musing conaratip.; ov~c..atiC!!s, f2ai-sh the at-,
of~i~z imepactor at the bw'ich ipient vtao -t"-2 eertifý the mix ps-corions a-ad ~Cmcuet L.he tests itemi4zed f03ý-a3.
- 5. P~uraid-h trze ver':ices of am inn-ezoý at the sta vto vin. ru&e s1t-a tests., za*L-e tes*G cyiinders , clieck air Cccatent caid reco-x&a veather cdiLn. T itlh
,OM, gpprczal., he vill nr!- a&JUstr!3-ncb7 1.0-ut-11 ::!.=C~S It raý:,ssery,; to Zsee the ec !i of thic SV-ýi:xieaticn. Aiesl3y, he40 vini have th~e eilOit tic rezject te-,zy corcrete T.hich does tiot o CC=C,`v 1e2 02't I '.o ~ eC "C: S -7 JS v~.
.,~i .~
P.
6.Mint sin anl 4g~iity c otrL ei. an4es+. repors, imhiehb include cerdiied co'~ies of ~trp rt :i.Or the conient and batoh tickets for craeh batch o-E' concreba.;
4l:1O .2 Th~e anvaiution of test results ijill be Lin aceordmene 'uith Ch3ptari 3.7 of AcI. 3D1-66. suinficient tet ilbev cnitea to pr'07vide an evaltation of conlcrete strengtbmfn ecc-ordance gitla this tSpeei-fication. t~hene'vez It "appe-ni- thbt tests oft1e boratory Ctt'ed cylindears fall to mn~et the reqauizemnts set for~th im this S~ii ceuion, the Gli72Gha sc b-e 13 zight, at the COLTMAOCCS expense, -to order cheases to the o.o~in of tie nix to increeze' the stre-ngth.
C t;.7C 2 ~--*-*r-'
- I I
a I 911 AFLORIDA POWER CORPORATION PGWEfp rENC"'EER:NG P.CON"STRUC£TION DEPT.
CRYSTAL iVCER - UNIT 3 7s APPROVED, BY: . . . . .... : .
I. .
ORIGINAL SIGNED BY /
J. T. RODGERS SPECIFICATION ZENDONS AND ASSOCIATED CONDTh2 REACTOR BUILDING CRYSTAL RIVER - UNIT NO. 3 FLORIDA POWER CORPORUION rS S7-5583 SEPTEMBER 15, 1968 If FPC-321-B4. 3 C
V.
APPROVED- DEPIt PROJECT ENCGINEER DATE ISSUED FbieCWYSTAL RIVER - UNIT 3 D*-
I.
, II r S.N.D.-W.A.D.
W.O. No. 0442G&-OGO y ADDENDUD( A Gilbert Associates, Inc. June 7, 1972 I - .-. *~ ~*1 ---- 7 525 Lancaster Avenue Reading, Pennsylvania ADD-ENDUM B October 17, 1973
SP-5583 9-18-68 She-e t1 oI 2 October 17, 1973 TV_
- - DETAIhiZD 3flCA*TION5 ocnnfe oW oTr:
~4:LD*z Alr.rna~e 52Dze ox -'.oni; Stbtn 1. (as --=naded by Addendum A, dated June 7, 1972);
-ine o2, U-rer Lhe third (and) delete the words "temporary ctosvres zf-d replace fi:- the following:
ie 5at ter the fourth word (and) delete the words V1 - -nv
- . nd u- -
Pr*~~n* ent*z caps and gasket design shall be tested using i~~d £c-rrosion crorettion wax specified in this item, by the C-T-ArTDR ro ensure ehat leakage of the corrosion nrorec:-onMwax will not occur. The criterion shall be no
-akae :)zf wax for a ni-- pressure of equal tc or greater
__a o7C 07- i-2ti) . !:he naximum bulk filling pressure. re---: sna -emons trace that there is no S-er-aez:- . sorr _o. -f _-.-e cap. The r5ye of wax shall be
-- _EC2090Ž-2 Zr as an-Drover by the The rlezt rnor-0 Shii ae su',briated to rhe NGI.NT?-R for approval a!: e- so 3) L'f,s p--r and cap fabrication. The report nhal- - vaTc ea-s cf cap and gasket including securing to
=e -earig:--a*- e recUrenents so char a comparison with snop nra'nzgs can bea-ade. The gasket material shall be
-e r n-n_---" n: its required perform.ance, when exposed to t*he environment of the job site, for a mininm period of 5 years. Al surfac-s of the end caps shall be coated vith a znin= -r of S "1 Is :k-ckness of Carbo Zinc 11, as manufactured by Carboline, St. Lculs, Missouri, or EQUAL. Surface preparation o =-E en a shal. be in accordance with the coating anLufazttrer reco-endarions. The end cap fabrication and zsvec~ion snaŽ+/- be subject to the quality conLrol measures and procedures indicared under Item 4:12 of this Specification.
Inspe-:ion procedures, testing procedures, welding procedures, andc zan--ra- n-rncures covering end cap fabrication nor Drevin~sly approved by the ENGINEER shall be submitted as part
SP-5583 9-18-68 ADDENDUM B Sheet 2 of 2 October 17, 1973 of the CONTRACTOR'S quality control progri-e- to the ENGINEER for approval at least 30 days prior to fabrication. The CONTRACTOR'S end cap fabrication procedures and fabrication shall be in accordance with the following:
- a. At least 10% of all end caps, selected at random, shall be inspected for hole and thread tolerances, alignment, dimensional control, weld porosity, coating coverage, etc. The tolerances, alignment, ý ensional control, weld porosity, coating coverage, etc., shall be submitted for approval to the ENGINEER.
- b. To test the leak integrity of the welds and fitments in the end cap, but not the seal between the :?.d cap and the bearing plate, the CONTRACTOR shall pneumatically test all end caps. The welds and fitments shall be soap bubble cested with a minimum air pressure of 100 psig.
Caps found to leak shall be rejected. The CONTRACTOR shall develop written procedures for zesting the end caps. T1he procedures shall include rest methods, acceptance criteria, rework if applicable, etc.
S c. Weld and welder qualification shall be in accordance with the requirements of the American Welding Society publication "Structural Welding Code", AWS D1.1-72, or EQUAL.
- d. The CONTRACTOR shall develop check-off sheets and other record sheets as required in order that the inspection requirements noted in subitems a and b above can be recorded. The format of the sheets shall be submitted to the ENGINEER for approval.
NOTE: Attached hereto is a copy of revised pages IV-l and IV-6, and appended page IV-6a incorporating the changes set forth by this Addendum B.
The revised pages should replace the correspondingly numbered pages previously issued to you, and the appended page should be added in proper sequence.
I Revised SP-5583 10-17-73 9-18-68 Revised 6-7-72 I
4:00 DETAILED SPECIFICATIONS 4:01 Scope of Work 4:01.1 DELETED A 0
4:01.2 Alternate Scope of Work:
The WORK r3 be perfor-med under this alternate shall include the furnishing, fabricating, and delivering the tendons for the reactor building of the Crystal River Plant, Unit #3. The WORK A shall be as specified herein and/or as shot on the Drawings and shall include, but not necessarily be limited to, the following:
- 1. Furnishing all materials required for tendons, including A all hardware and end caps. B
- 2. Fabricating all components complete.
I
- 3. Coatimg tendons with wax. Coating of conduit by Others.
- 4. Delivering completed assetblies to the job site-
- 5. Installing tendons, conduits, and end caps by Others.
I B
- 6. Tensioning of the tendons by Others with manufacturer's supervision.
IV-I
Rev.s ed SP-55 S3 10-27-73 9 8-;
Rev*ised DEL E TE=D A
- d. -1_-iter f a 2 citizct endc shall eon be +azMad at a spacing O-f no -arear-e~
_ zhn 10 fz On cenzers fc~**_z wistng to equalize r-te length across the burdýe. These bandings shall he reoE beore-do.
is i-.erted -- rhe condi-t6.. The bands shall be approve4 Ty the ENOGIh='E.
- e. Prestrassing -Wires which are rejected _==not oeeci-z Specificati.- retn atraze-_- on buconher-i =---fect!fs shall be teszt-; to desr*.-iot to .cr-r-ne rhe exten=.
to which the would W-erfecciczs have i-fluenced the u'tirate at amath of the wires A wr-tten re-)ort cf each test sh._._I be su&.trz-ed to the 1N EEER.
- 2. Stre-d Syst*e=:
A.l atrends in the tendon sh__l be cut undar rhe ss, e catieions.
Alsrands in -_ -aandozall be cut to =--zs or rInus I/S in-_ý- .tieaneccten lzencrh. After assertlv with the e:-
..- =rs, all strann-iS under 5- feet iin leng-t-- shall be w---'nin a t-Oerance 0 - 3132 inch of the shortesýt strand in -ne tezndn. The anchor f-Ltings shall be n&=Zned and chreazed vrcr to the asszm-lv. After assembly, the a=--is of the anchzr fitting ed strandu circle sh"ll not be =ore thaen 1/4 inc-_
apar- ncr 1/4 inc- from the =r-iginal axis. Prior to fab-ication, procedures shall ha develo7e tro ensure thaz the above tolera-nces have been mat. T-7esze nroceoura- shall be s'.--tred to the CtER for review and em-oval. Te-d=ons that do ao: meet the azaove tolerances shall -- rejected. Tendons shall be banded a: a spac-ng of no grea-er than I ft o. centers foliwing twiattng so as to ecualize th-e strand length across the bundle. ze baEs shall be by by-ts.GIEa s_:*se bandings shael be r.-oved t -etzely before che tendon is inserted in 7:oe conduit.
- 3. End Caps:
End ns and gask-_= design sh'-l be tested -sing fluid corrosion protection wax s i ie d4I.in `tam, h n--. ON-7-=A..Oz zo ensure that leada--!? of the corrosion proten:iion wax will not occur.
ThMe cr tierion shal1 be no lek--age of wax fzr a minimum pressure of equaZ. to or greater ca.an one an-d one half :-.1/2) times -the zmaximu-bu2k filling pressF--re. This z-esz shall de.on---strate that there is no nermanent distortion of _he= cap. The c're of wax shall be Visconorust 2090P-C. or EQUAL as approved b; r-he ENGINEER. The testi 3 reDcr:_ shall be saz+/--ttted ro the ENGINEER for approval -- : leasc 30 diaýs prior to =E can fabr-ication. The remort shall zive detS.i~s o- caps -cs: .asken securing to the bearitg plase req-`zemencs so a comparitsfon with sho7 -'rawuings car. be lb made- The gasket -. erial sh2. be capable of maintaini-g its IVI-e
Revised SP-5583 10-17-73 9-i8-68 Revised 6-7-72 required performance, vhen exposed to the environmezt of the jo61site, for a mirtmitm period of 5 years. A.1 surfaces of the end caps shall be coated with a *inimum of 3 rziL thickness of Carho Zinc 11, as zazufactured by Carboline, Sr. Louis, I-Ussouri, or EQUAL-. Surface preparari-on of the end cap shall be in accordance with the coating manufacturer's recoaendations. The end cap fabr-ication and inspection shall be subject indicated ro the under l~em 4:12quality co:*trol measures anc procedures of this Specification. In.spection procedures, testlrns procedures, welding procedures, and fabrication procedures covering end cap fabrication not previ-ously approvae by the ENGINEER shpl be submitited as part for of the CONTRACTOR'S qt~al ty control program to the EGN N--i apprcyal at least 30 days prior to fabrication. The CONTRACTOR'S end cap fabricaticz procedures and fabrication shall be in accordance with the following:
shall
- a. At least 10Z :f a-' end caps, selected at raniom, be inspected for hole and thread tolerances, alignment, dimensional anntrol, weld porosity, coating coverage, etc. The tolerances, alignment, dimezsional control, weld porosity, coacing coverage, etc., shall be submitted for apopovaJ to the EGINEER.
- b. To test the :eak integrity of the welds and fitments in and the end cap, -zate, not the sealbemween the end cap nut the bearing che CONTICTOR shall pneuratically rest all end caps. The welds and fitments shall be soap bubble testeod wit:h a -iAnimmu air pressure of 100 psig.
Caps found tc lea< shall be rejected. 'he CONTRACTOR shall develoa written procedures fortest testing the end caps. The procedures shall include methods, acceptance criteria, rework if applicab .e. etc. B C. Weld and we!-ier cualificatiou shall be in accordance
- wi th the req---rezents of the American Welding Society publication fStr-uczural Welding Code", *CS D1.1-72, or EQUAL.
- d. The CONTRACTC*R shall develop check-off sheets and ocher record sheets as required in order that the inspection requirements noted in subitems a andshall b above can be recorded. Tlhe forat of the sheets be submitted to the ENGIIý-ER f.r approval.
4:07 Condui t 4:07.1. DE L T E DA IV-6a
I 1*¸¸*n *,* *-*q+ *+
- PLACENl OF sauSCIaL cwcflI CKSMhL KIM - MVT 3
'-541 JMAIY 22. 1R9 MK ". 2. 321-33.2. & 321-3.2 A MGM -
mom Mr 15U33 1W ~TUT*L 1 V'-
-117fY PRO57?AM ii ~ '"-'I
~1 uminA
- C.
Ja~y no. 197
~ S. 92 "0ign
~,U 14. 197 533m Asm1 Fg -
Jmeq ~1973 manU 41%0 AMRW 4304.6 obe Toast Procedure:
Lime 1, after the fifth wo~ rd pe~~ boomol do aoM (of) Iseort the follwiu m'4 ftitm Y.; Ctastie the ftes:
Subiram c; delet, this .as"CtoL Itesa~e ad"Au ead 0C. AWose = o o COSI FU U GM1 be deams d 1 cl~momerorccsa. tekIISs the meseWu 'somidep re~eiby ineure the mMutt~ag.
Muitem e.; line 3. after the "SW' a"d the foe3JL hbitems 9.; meport:
Delete this sehitem In -itsestivety saW replecs uwitha amn The teot teprt for each set of cub" sh 11Imcebo the Iseigwft umcs' fielk labMOrater
- 2) Simle ~r
- 3) Oft* aed time at which 1aol sue adin.
- 4) Time at which ample arrtwed at d themsa i *orstm a reidaer of toot WavIeae inioma.
- 3) MI od~s ol dw Otwq am sommm.9 mW
- 4) taIJa.
atai~bj *8 at htuam (to pmss).
- 7) $Ulmm~. (ft w pw sea two.,
- 1) -OM FM 82 mvmmS bob =mw bstima De) s of Nuss..
3)o w ~ t aselt a sia1ts
- 4) blf eadbev lftuS u A"ga at 3tthsm 49at f 4U - qp a f bo o w 40 ur"
- 9) Tom atCWatim. ofmkatm
- 10) Tim iplesl.. of porf cas va, e as *e b is .atuouV Is duets cstacg ufbtahe adb4v.
- e. By SOWLUM MW test rIrs tri dw MR%= dA1 imeI dmk ustw Am* in a6 =*Sam 1) to 3)- 3d)to 7) huhubsf. goe taut gqpwg 5k11 be Sussuba by do aM to -o prim OD tgim of inhowbtd~
Urn u".49 ammth r..'=mMM Ihue u bw 08 S-I a uisiný 1) solO to a9.hu of. lo 480.6 aw ON ow USL1. ft. of Tootifsa taut It.a. s~. mi()
ýd d be""at*" o65 ansaw seMd31
4:4. Joint Sufac CMiU~s~
Doug* WierwaiioIt mle"M= elcewt .O o=olo Dere iar agooisetie.
4,'i ciat to -emsals t a Wsti*wet emt m kiet thi. bge iws" wwit be removuSed wtho 1eUSS SIO do i:0414e *cmieteta et I,. fte idsocal cescus ono UiiA n ab haeos,9 S-horw - -RediVieh saiwissiet permitted
- cow**" ~withe ds0MUd OICCOn dll " ap beld bres*it 1813. me moscr. amtheO suface of do weoor-1 - -ii MaM thef So -08 Occu. the am tabo) be alvo cum as is pmi~
with a cleemor appro~ by dhe MLt . Coet be take to he* the rinmmus goemth tomw oe abso by
- 2. SfpUCUUis of IMSr rdM1 OUP. VMS" tM i0 Compoin. or -the advable flub" s toe do inuho swcave as prowided by Osher item of this speuesiset, shl be sesSIdered "1"61 le petiou a&setut d4rcwt demean of the adhesive wich cme form". but Particular two doU be tam to wensre 112the di IAI couu surface Is Wui Counegid with a tin" leuselcted to ac sbum okm.
4:06.3 keiswth ftecamutte:
canis2.; Tblowne
/alt" this athitm is its estIz~7end sw egilae With dhe 10lluWIa.:
- 02. squipmn Clr:w
0_
oweon eeso4~d isw4W*WedM ew &&sain emtwe *do usuwi. fe to do. son fl3 do~ susaws tde WANOWin..~ 9 7g 13 mo t5 .-
dau be mlawi ge Mr= ai. mLt in m
-L
~~a Lim isn s.tew theaisbgwer (she00 awewab inn "rumas with the fe.33tma SU. Limn 2. altag the tmtb vWs OWLe) WeASO d*u Coptas" With the follintasi 0
2
., .. - . I 1 .1 7 '- . 1ý 1 , fz - . . 7
_R*A aA FLOb-01A, POWE'R CQjRPoRATjoQN
]POWER- ENGINEERING &:COrNSTRUC11ON DET kg Enzineer W7. T. RODEP SPECIFICATION PLACEMENT OF STRUCTURAL CONCRETE CRYSTAL RIVER - UNIT 3:
FLORIDA POMU CORPORATION SP-5618 JANUARY 22, 1969 FPC - 321-A3.2, 321-B3.2, & 321-C3.2 W~-i~ ~-4~
APPROVE) - DEPT. PROJT ENGR.
k DATE
$ -z--/*- 7"..
ISSUED -FOR CRYSTAL RWM UNIT 3 DATE i S.N.D.-.K.K.A.
,i*UALITY PRO( 3RAM 1.o. 4203-0.
REVILW and DOCUMEr NTAT.TON Addionom A REQUIRED Febrouy 13, 1969 J '.231, 1971 Addendum C July12,1971 Mddemidm D Gilbert: Asmclateao, I=nc.!. Nsrch* 3L01,1972 525 Lan*aiter Avenue Apz, 14, 1972 Aadmndu F Aprtl 24, 1972.
.4 <.2
.,.$~.*~**r~*t>#..**VSd. .
sP-5618 1-22-69 AD)ENDkUM F Sheeit-l of 1 April -24,..1972 This ADDENDUM F, dated April 24, 1972. hereby voids ADDEINM Co. dated July 12 ,:1971, in its entirety.
- -i,
.. ,. :-.,.*, '~. . . . -.. ,. . . . . . . . ......... . . . . . .. :.. ..
0
.6 FLORIDA PCOWr* COWOSATjoW C4-GAP~-- _1 SY:W
-b APPwa EDu n~m -im-P-w',8 -ý no. two FIPC - 321-03.2, 321-03.2, &321-0.2 r,.jw& 6t Arrw=- WET. Vi~T
. m
.w p~ ~. ~p. a - -
LZWS FIW -
%AnT*I. LW4 5 0,' *ALITY PROGRAM Vi'EQUIREC Ad 23, WIw ulbwt hm"seM40 lan.
Sn LACO Ag-sudog rem" e M.IN3 1
I -- -!
WSW4 AFu 240 1972 Ss Y A Ae 1, 6"4d Aft" 240 Iola*
im1y 120 1971. Is Ito ome~zty.
7- :7ý
- 3
CgYTA.
06.R- .iIT 3 APL Zý Z Powwig SPECIFICATION PLACEMENT OF STRUCTURAL CONCRETE CRYSTAL RIVER - UNIT 3 FLORIDA POWER CORPORATION SP-5618 JANUARY 22, 1969 FPC - 321-A3.2, 321-B3.2, & 321-C3.2 I:'
C"" 6hllS APPROVED - DEFT. PROJECT ENGR.
4-14-'1->
DA7E ISSUED FOR CKYSTAL RIVER UNIT 3 DATE QUALITY PROGRAM S.N. DE.K.A.
REVIEW and DOCUMENTATION W.0. 4203-00 Addendin*m REQUIRED Febr 13. 1969 June 2#3',1971 Addeb*ow C Jul'y: 12:, 1L971 Gilbert Assoaates, Inc.
- .:525 Lancater Avenue March 30, 1972 Readinxg, Pam ylvania Apri 1972
. . .'-'1 . . . ....... . . .,*. .i*
,72.
7T7 SP--561 -
1-22-69.
ADDENDUM E Sheet I of 1 April 14, 1972 SECTION 4:00. JOINTS 4:01 Construction Joints 4:01.2 Line 5:
After the word "joints" and before the word "shall" insert the following words:
I.
I.
"in the Reactor Building walls below 250'-0" level" Line 9:
After the sentence ending with ".....initial set." insert the following sentence:
"For horizontal and vertical joints in the Reactor Building at and above 250'-0" level refer to Addendum D (dated
~O.
I, March 30, 1972) for epoxy adhesive requirements at the joints."
m .....................
FLRIA -ONMER !C'~RemI
-~~ý.1 "f ~t&Kh.. & EP
%o.R~p CR S-'TAiL FNiE !~
Mgr. - Power E NuerProj.
J. SPECIFICATION.'N.
PLACEMENT. . :
STRUCTURAL' O.NETE CRYSTAL. RIME UI FLORIDA POWER CORPORATION SP-5618 JANUARY 22, 1969 FPC - 321-A3.2, 321-B3.2, & 321-C3.2 A ~-
APPROVED - DEPT. 1fJECT ENGR. DATE 1= A lA QUALITY PROC REV.. . REVIEW A DESIGN REVIEW and DOCUMEI",TATION REQUIRED
.*itv, I S.N.D.*j.A V.0. 42G-O MdendiA.16 Vkiruszy_ 13,1%
DMtMEHUTNIN REQJiREL ENGINEER July 123,:.1971 YES I so0 hddendskd'ý
!*!;;:.6 -4 .
Wibert Assoclates Inc.
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525 Licas
. Avopu AN MaZch 30. 1972 I1" I 60~
Reamp-go Pennsyl-vania
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z4. S-25618 1-22-69 ADDENDUM D Sheet 1 of 11 March 30, 1972 INDEX PAGE Add the following new Items and titles:
Under Section 4:00, JOINTS:
"4:04 Adhesive Joints" Uner Section 5:00, QUALITY CONTROL:
"5:02 Adhesive Joints" F
SECTION 4:00. JOINTS i m
- m Add the following item:
"4:04 Adhesive Joints "4:04.1 Scope:
The following specification item 4:04.1 through 4:04.18 for bonding fresh concrete to hardened concrete is for use at construction Joints in the Ring Girder and Dome at, and above 250'-0" level of the Reactor Building as noted on the Drawings.
"4:04.2 Definitions:
In addition to the definitions in Item 2:02 of the GENERAL CONDITIONS, the following definitions shall apply:
- 1. "SUPPLIER" shall mean the supplier of the approved adhesive.
- 2. "ERECTOR" shall mean the OWNER'S Generation Construction Department.
- 3. "COLMA FIX 82" identifies the product with the previous adhesive formula made by Sika Corporation which was known by the name "Colma Bonding Compound." COLMA FIX 8% is not identical to "Colma Fix" but is identical to"'Colma Bonding Compound" by reason of its longer nt-life and curing time.
5
ADDENDUM V.
Sheet 2 of I V..
March 30, 19721 "14:04.3: General Description of Adhesive:
"The adhesive shall be COLMA FIX 8Z supplied by Sika or.
EQUAL approved by the ENGINEE.. The..adhesive shall consist of two components -.',A' the base resin, and 'B' the curing agent, giving anepoxy polysulfide system with 1:1 ratio by volume produc :ing*buff-brz.n*Liquid of light consistency when mixed.
"4:04.4 Design kequirements:
The adhesive shall be selected to achieve the following:
- 1. Selection:
- a. Minimum Pot Life:
Adhesive MinImum Pot Life Temperature (Approximately)
(1) 60 F 1-1/4 hr (2) 75 F 40 min (3) 90 F 10 min
- b. Minimum Contact, Time:
Ambient or Surface. Minimum Contact Time TeMerature (Approximately)
(1) 60 F 4-1/2 hr (2) 75 F 3 hr (3) 90 F 1 hr c, Shelf life shall be a minimum of 6 months duration.
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SP-5618, 1-22-69
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i~: i*? *:i!*:i*:' i/ imar1 LDDENDUM D 9S ' Leet 3 of 11
- ch 30, 1972
- 2. Strength:
- a. The following minim=m strengths shall be achieved:
Supplier's Field Test Test (By Erector)
(1) Compressive strength at 10 days, 9,000 psi 8,000 psi (2) Tensile strength at 14 days, 3,000 psi (3) Shear strength at 14 days, 1,000 psi
- b. For tensile and shear strength, field tests are not required. The SUPPLIER shall submit to the ENGINEER, evidence from previous history test results showing that the tensile and shear strengths required have been consistently achieved with the adhesive.
"4:04.5 Identification of Material:
- 1. Each container shall be clearly marked 'A' or 'B' component by the SUPPLIER and shall include the batch certificate number and end of shelf life date.
- 2. The SUPPLIER shall forward to the OWNER the batch certificate including the test results.
"4:04.6 Cube Test Procedure:
1.. Scope:
The test procedure describes materials and methods for testing in, compression an epoxy mortar made with COLMA FIX 8% and Colma Quartzite Aggregate.
- I
,j~j ADDENDUM D Sheet 4 of 11 March.3.0, 1972
- 2. General:
- a. In general, the test procedure utilizes equipment and methods outlined in ASTM Standard C 109-64 with modifications, exceptions, and additions.
- b. The adhesive is applied to the Joints without the addition of aggregate., The purpose of adding quartiite aggregate to the test cubes is to enable accurate load indicator readings to be made on an otherwise very elastic material.
The use of Colma Quartzite Aggregate in preference to other aggregates is necessary so that the cube test strengths are valid in relation to those called for under Item 4:04.4 subitem 2-a.
Strengths required under item 4:04.4 subitem 2-a are based on Sika Corporation's own research test data using Colma Quartzite Aggregate, which when oven dried, has consistent uniform properties not found with other types of aggregates.
S.3. Materials:
- a. COLMA FIX 8Z or EQUAL approved by the ENGINEER.
- b. Colma Quartzite Aggregate supplied by Sika or EQUAL approved by the SUPPLIER and ENGINEER.
C. Paraffin or household wax.
- d. Paste automobile wax.
- e. Electric hot plate.
- f. Graduated measuring pitchers.
- 4. Sy.ling:
Ibr SUPPLIER'S testing, a representative of mixed WOLNA FIX 8% shall be taken from each batch of material produced for this work. For field testing by the ERECTOR, a re,,esentative sample shall be taken just prior to adding tM -mixture to the spraying- equipment. The field sample sall be taken to an on-site laboratory. The time interval bet.een sampling and arrival at the laboratory shall not 0"ced 15 minutes.
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SP-5618 1"22-69 ADDENDUM D Sheet 5 of 11 March 30, 1972
- 5. Procedure:
Prior to the arrival at the laboratory of the sample of COLMA FIX 8%, the following shall have been accomplished:
- a. The ASTM C 109-7OT cube molds shall be cleaned of any residue or foreign partiqles. The cube molds shall be free of any oil or:water.
- b. A thin film of presoftened pesteautomobile wax shall be placed-over the interior surface of the molds and onto the horizontal surfaces and base plate. The wax film shall be allowed to dry. It shall not be buffed or polished in any way.
- c. The molds shall be assembled. After assembly, all joints shall be sealed from the exterior of the molds with melted paraffin or household wax.
The wax shall be allowed to harden. Molds are now ready for use.
- 6. Mixing Mortar:
- a. The representative sample of COLMA FIX 8Z shall be hand stirred. Eight fl ox of the COLN& FIX 82 shall be measured out into the mixing boi .as described in AST C 109-70T.
- b. Three parts by loose volume (24 fl oz) of Colma Quartzite Aggregate.shall be measured out. The sand shall not be compacted while measuring. One-third of the sant shall be added to the CLmmA FIX 8%. The sand shall be mixed Into the CDIMA FIX 8Z with a steel troel-constantly scraping the sides of the mixing bowl. While mixing contine, the remainder of the sand shall be added. The mortar shall be mixed for a total of approximately 5 minutes. The mortar shall be checked for any lumps of dry sand. If any are preaet, the lumps shall be redixed until they are blended into the mortar.
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SP-5619 1-22-69 ADDENDUM D Sheet 6 of 11 arch 30, 1972
- 7. casting ti ie Cubes:
Aa~ Thei iortar shall be placed in the cube molds in three layers, tamping eaeh layer 25 times firmly with the tamper described in ASTM C 109-70T.
- 6. Af ter r the three layers hayv been placed and tampe d, the tops of the cubes shall be firmly asth Straeled to ensure compacting the mortar.
With the steel trowel, any excess mortar shall be TQOY ed using a trowelling motion so that the tops of th a cubes are level with the top of the mold.
- c. Any excess mortar and COLMA FIX 8Z shall be discarded and all equipment shaUl be cleaned immediately with tolueqjg, letn the necessary fire, explosio# and to3xeity preventive measures recoma]d" by the manufacturers.
- d. The cubes shall remain In the molds for 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> at standard conditions at 75 F 13 F and 50% +/-102 relative humidity.
- e. The cubes shall be carefully removed from the molds at the end of 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> and shall continue to cure for an additional 9 days at 75 F and 50%
relative humidity.
8, Testing:
UsIn the equipment and methods outlined in ASTM C 19-70T, a compression test shall be made on the three cubes at the aee of 10 days. Maximum load as indicated by the load dial shall be recorded.
- 9. eport:
Tie test report for each set of cubes shall include the following Information:
a_ By ERECTOR:
(1) COLM& FIX 8% batch number.
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SP-,5618
.1-.22-69 ADDENDUM D Sheet 7 of 11 March 30, 1972 (2) Time at comencement of mixing.
(3) Temperature of mixture at comencement of mixing.
(4) Location where adhesive was applied.
(5) Time at comencement of application.
(6) The ambient temperature at the joint surface at comenement of application.
(7) Time at completion of pouring wet concrete which is actually in direct contact with the adhesive.
(8) Sample numbers.
(9) Time at which sample was taken.
(10) Time at which sample arrived at the testing laboratory and Lreainder of test procedure commenced.
(U1) Total load attained by each cube.
(12) Average cube strength.
(13) Humidity and temperature of the test cube storage area shall be measured and recorded daily.
- b. By SUPPLIER:
The test report from the SUPPLIER shall include the information listed above in subitems (1),
(2), (3), (8). (9), (10), (11). and (12). The test report shall be furnished by the SUPPLIER to the ERECTOR prior to shipment of each new batch.
"4 104,7 Documentation Records.:
In addition to the requirements listed for sample testing in item 4:04.9, the ERECTOR shall keep records of subitems (1) to (7) in subitem 9 of 4:04.6 for each pour.
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.1:-22-69 ADDENDUMD Sheet 8 of 11 March 30, 1972 "4:04.8 Frequency of Testing:
A set of three cubes shall be made for each of the.
following requiremnts:
- 1. Testing by SUPPLIER:
At least one set for each new batch number.
- 2. Field Testing by ERECTOR:
Frequency of testing sets of three cubes shall meet. the follwing criteria:
- a. At least one set for each new batch number.
- b. At least one set for every 3600 ring of pours.
- c. At least one set daily for each set of mixing equipment in use.
- d. At least one set per mixing crew.
"4:04.9 Joint Surface Condition:
- 1. Cleaning:
Joint surfaces shall be sand-blasted clean and all loose material removed to produce a clean rough surface.
- 2. Degree of Wetness:
It is permissible to spray the adhesive on to a saturated surface but application of the adhesive shall tot be permitted during rain periods, mad surface water shall be removed from the joint, and also from the rebar and embedments in the immediate area before. commencing application.
"14:04.10 Mixing:
Mixing proci-dure shall be as recommended and agreed with the SUPPLIER.
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.5 -'* 1 ADDENDUM D Sheet 9 of 11 March 30, 1972 "4:04.11. Thickness of Coating:
The joint surface shall be coated so that the entire surface receives an evenly distributed film of adhesive of approziusty 0.015" thickness.
.4:04.12 Method of Application:
The. adhesive may be applied with brush, roller, or by spraying with extension wand, whichever is most suitable having regard to access availability and the rec ti s of the SUPPLIER.
"4:04.13 Viscosity of Mixture:
- 1. Solvents shall not be added.
- 2. To improve spraying capability, adjustwunt may be achieved by the following methods as recoended by the SUPPLIER:
- a. Increasing pot pressure.
- b. Increasing wand orifice size.
C. Increasing hose size.
"4:04.14 Accidental Coating:
- 1. Accidental coating of rebar and embedded hardware with adhesive is permitted but. care shall be taken that the removable formwozk be kept free of adhesive by taking suitable precautions.
- 2. Application of form removal oil or fluids to the forwozk
-surfaces as provided by other items of this Specification shall be considered suitable precautions against direct contact of the adhesive with the formwork, but particular care shall be taken to ensure that the total contact surface is well oiled.
'"4:04.15 Contact Time:
This shall be defined as the period during which adhesion is experienced at light contact with the coated surface such that a noticable effort is required to remn the body in contact. An acceptable method of testingK would be
J:"SP-51 ADDENNIM D Sheet 10 of 11 Match 30, 1972 by finger tip or the end of a wood pole. This test shall always be made immediately prior to placing fresh concrete agaimst the coated surface. Should the adhesion state be found unsatisfactory, the surface shall be re-coated before placing fresh concrete.
"4:04.16 Pre-Trial Application of Adhesive:
.. " ERECTOR, under supervision of the SUPPLIER, shall carmy out the ixin, application, and testing procedure with a pre-trial demnstration under the anticipated working conditions or alternatively during the first pour segment to be worked. The SUPPLIER shall in particular assist the ERECTOR In gaining working knowledge of the requirements for item 4:04.6 and 4:04.9 through 4:04.15.
- . "4:04.17 Mimiting Temperature:
Application of the adhesive shall not be made when the concrete surface or air temperature is below 40 F.
0 "4:04.18 Eealth Precautions:
- 1. Adhesive:
The mixture contains epoxy resin, organic am-Ine, and polysulfide. All are toxic before curing; therefore, inhalation of vapors and contact with skin or eyes shall be avoided.
- 2. Toluene:
Great care shall be exercised in use of toluene for cleaning* the test cube nolds. Due to the toxic, flammable, and explosive nature of the substance, the manufacturer's safety recmdtons shall be strictly enforced."
S.... 5:00 *:O0. ! CONTROL "5:01 Concrete "5:01.6 After the second word "concrete" and before the third word "is," insert the folloinng words:
"of the reactor builAIin wall below elevation 250 ft" ii
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SP-5618 I.. .1-22-69 ADDENDUM D Sheet 11 of 11 March 30, 1972 Add the following Item:
"5:02 Adhesive Joints "5:02.1 The ERECTOR shall prepare written procedure(s) in addition to item 4:04.16 for the mixing, application, and testing of the adhesive. These procedures shall be written prior to the starting of any WORK and shall be submitted to the OWNER'S Quality Assurance Agent for review and comment.
"5:02.2 The SUPPLIER shall submit to the ENGINEER and the ERECTOR, prior to manufacture of the material, the evidence required in item 4:04.4 to ensure that the adhesive selected is acceptable both as regarding strength and requirements for application in the field.
"5:02.3 The ERECTOR shall pay special attention to the shelf-life period of the material when scheduling quantities and delivery dates required by the work program.
"5:02.4 The SUPPLIER shall comply with items 4:04.2, 4, 5, 6, and 8 and shall submit test results for each batch to the ERECTOR prior to delivery of material to the field.
'"5:02.5 The ERECTOR shall develop documentation forms for each pour with the information specified under items 4:04.6 subitem 9 and 4:04.7 and shall submit these to the OWNER weekly. The frequency of testing shall be as specified under item 4:04.8.
"5:02.6 The joint surface preparation and degree of wetness shall be as specified under item 4:04.9.
"5:02.7 Mixing and application shall comply with items 4:04.10 through 15 and 5:02.1.
."5:02.8 The Contact Time test made by the ERECTOR as specified under item 4:04.15 shall be made initially under supervision of the SUPPLIER as per item 4:04.16 so that experience in determining hardening of the adhesive can be gained.
"5:02.9
. The ERECTOR shall not apply the adhesive when the surface or air tempev.ature is less than 40 F.
"5:02.10 Where this Specification differs specifically from the 3"Mshall be therecommendation's SUPPLIER'S handbook, this Specification binding document."
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FLORIDA POWER CORPORATIO4 POWER ENGINEERING &CONSTRUCTION ODEM.
CRMSTAL RIVER. UNT 3 APPROVED BY:
- AoP~ow 014, 5pM=fCATIMS FlAcmm or srmicrtUAL =M CRysT RIrvi - tor=L o0. 3 FTLRA POM CORI*M*TIN 81J-5618 3*A11M 22. 1969 FppC - 321-A3.2, 321-B3.29 & 321-C3.2 D- ~w - 2P3 'ii iXsSJK FOR CRYMTAL RrVzR WIm 3 QUALITY PROGRAM I*V~h- Irnd DOCUMENTATION REQUIRED Gilbert Associate, Inc.
S.X*D. ;- 3.K.A.
M2 lAncaster Avwmn v.d..b203-O0 ..
Deedin, ftnnsyWvenia AMOd.& A jv. 23, 1971
ap-5618 1-22-69 Sheet I of I Jun 23, 1971 2:00 Comm= Von 2:04 Omeret Finishes 2:0.1 Ordinary Surtfce Finish:
. / Wbitem 1. :
Add the f*olowing sentence to this sub itm:
Ortor to pointing vith mortr, V. R. Orace BP itit Binder Code 2385 may be *pRlied over concrete surtaces described under mubitem 2.
2:04.2 Steel Troweled Finish:
Line 1:
D!lete the vords, 'Except vhere otherise shova on the dawbins,"
Add the folloving ite:
02:0.6 good Float Finish:
Floor slabs to receive protectlive eoaing finish sl have a inooth wood floot finish.*
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FLORIDA POWER CORPORATION POWER ENGINEERING &CONSTRUCTION DEPT.
CRYSTAL RIVER -UNtT 3 SPECIFICATIONS PLACEMENT OF STRUCTURAL CONCRETE CRYSTAL RIVM - UNIT NO. 3 FLORIDA POWER CORPORATION SP-5618 JANUARY 22, 1969 FPC-321-A3.2, 321-B3.2, & 321-C3.2 Gilbert Assoclates, Inc.
525 Lancaster Avenue Reading, Pennsylvania 2_-1 -- Lq APPROVED - DEPT.K'ROJECT *IGR. DATE ISSUED FOR CRYSTAL RIVER UNIT 3 DATE f S.N.D.-E.K.A.
W.0. 4203-00
.AdZm" A 2-13-69
SP-r5618" 1-22-.69 AMIMDUM A Sh 1 of 1 Febru a7 13, 1969" Item *o:00 JOIBTS 4:03 Water Stops 1:03.2 Delete this subitem in its entirety and:replace with the following:
"Vulcanizing. of water stop shall be inspected anapp ed by the Inspectoir or OWNER. Nailing of wstr stop shall -not.be allowed. Water stop shall be free of oil. grease, grout, or any other material that prevents good seal."
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57-5!,NZ D?1IM SPSCIPICATIOM 2 .
1:00 1 1:01 scope or Vowk 1 1:02 breoremo. cee. and specltlcatlons I 1:03 Structural Dmiei I Concete Selection 2:00 3, 2:01 Prepm'st l. of Subgmd* 3, 2:02 a S flc--~ -
2:03 C~uring and Protectilon 2.:04 3 2:05 71.16 T~stlaw at Construactlio Site 5 3:00 3:01 Generlala 3:02 3:03 Ottmrvals 6 I
3:01.
4.:00 JOINTS it 16:01 Costruct ion Joints it 4.:02 asmpislon Joints a 4.:03
- 5:00 QUAIT COTROL
- 5:01 Concrete a-
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1:00 GENEA 1:01 Sone or Work concrete for Crystal River Station -_unt . 3 of te .z . .-
- m-j! rt-iom. T stsLtion 4 b - a . o .y " _ " ..... '
veet of Crystal River, Florlid.
1:02 Reference Codes §aM.. jLgljlcat ..-
All zoncrete and concrete WM shall be ts eoas e th U tw
."Specifications for 8tructutrI Cmacr*e for b ail 4P, AMW304- .
and "Building Code Requiraents for Reom.taos Cmretoe, ACI.3* . ,,.
Where differences between the aformetleined eeIAe 1 eaIeeflaM NO occur, ACI 301-66 shall apply.
1:03 Structural Deiin.
1:03.1 The concrete structures except as at*ed herolsn4Wr we 4isd11o4N .
the basis of a vorking stress d9elg4.
1:03.2 The shell and foundatlon mat of t"e resotor baulna Is 010"d a0 the basis or ultimate strength 4des.1.
1:04 Concrete Selection 1:04.1 Ready-mixed concrete vill be delivosvO to the $It* U 40004 utt "8pecificaion for Furnishing snd D6ilwarlW of OtmuetW 08.00" SP-5569, FPC-321-A3.2.
104.2 The above mentioned Specifications 4eeertbe dUifaloeNO 01840b. "
slump, temper tuare, aggreat.e NW 1 66h, eso bf"a leto 00s6A w."
tIN" selection.
1:014.3 The ultimate comprebslive strength or the coscV*%# wiIl be inSOW O the dravings. In addition, wear detailot Ielect-106 rOA 00006e wl be furnished as an Appendix to this tpelfleatim VU*h will be."-'
panded. to cover different structures of th Pleant as the Vwak progresses.
2:00 CONCRETE WORK 2:01 Prenaration of Subgrade 2:01.1 Where the. foundations or concrete structwres wre shwn an the Drawings as being placed on ground, the subpde -supporting t-m shalul be level and trimmed to the l[nes and 61imaoifta ohms or a directed b.
the OWUR and/or ENGINIE and shall be free of debris and organic material. The subgrade shall be coested by using a suitable Com- .
pactor to a density of at leset 95% of Modified AABUO mazi*, density.
-I-I-
SP-5618 1-22-9 Inmsediately prior to placing the concrete the subgrade shall be thoroughly vetted. Under no conditions shall concrete be plsed"as frozen subgrade material.
2:01.2 Immediately before any concreteý is placed on or eginst- f to.
... o. k-.hal.-1-be earefuly- -cleaned of all-dirt-,- m ia; --.........
scale, loose fragments and other objectionable substanee b SO and/or water Jetting and brocing, and shall then be tbwimWg wetted.
2:01.3 Ample notiieation shall be given to the NGIM and/or ?BWUO LABORATORY prior to placing concrete on subgrade to peritt t*w t inspect the subgrade. It Is the intent of the ENG3OIM to sake a photographic record of the subgrade for selected areas of the -as-tainrment vessel.
2:01.4 Vapor barrier under concrete slabs poured on ground viii be called for on the Dravings where required. The subgrade shall be level and veil tamped before installing the vapor barrier. Where necessary a layer of sand shall be applied to prevent any protrusions from rupturing the vapor barrier. Permanent Moistop as manufactured by the American Sisalkraft Company shall be used. The vapor barrier shall be installed in accordance with the manufacturers printed in-structions in the videst practical width. All Joints shall be lapped no less than 6 inches.
2:02 Placing 2:02.1 The placement of concrete shall be in accordance vith "Nec*m*ei aed Practice for Measuring, Mixing, and Placing Concrete ACI 6-)..
- 2:02.2 Slabs on ground shall be of thicknesses shown on the drawings. The subgrade supporting the slabs shall be level and trinmed to the:
lines and dimensions shovn on the drawings, and it shall be thorughl vetted iemediately prior to placing the concrete. Tops of all finished slabs shall be true plane surfaces with a tolerance of 1/8 inch in 10 feet.
2:02.3 Supported basement floor slabs shall be placed in two 1ayerp. The lower layer shall be placed prior to erection of structural steel and heavy equipment. The top layer shall bo placed after all major eonstruction work is completed. Thicknesses of the layers shall be a& shown on the drawings. If the top layer is a finished slab, it stall be a true plane surface with a tolerance of 1/8 inch in 10 feet.
'-..k ~3abs on structural steel framing shall be of uniform thickness as shown on the drawings. Top of all finished slabs shall be true plane surfaces with a tolerance of 1/8 inch in 10 feet unless otherwise indicated on the drawings.
-7 ýý .7; - 777- F7 -77. i 77 T7 SP-5618 1-22-69 2:02.5 Concrete walls shall be of thicknesses shown on the drawings. Walls shall be set in correct position and shall not deviate more than 1/4 inch in any bay or 20 feet maximum, from dimensions shown on the dravYni.. .. . .....
-_-02.4-- --loundat~ons shall- be placed on- sonund- ground.- Use- lean - oncrat--el--
to provide base for foundations in excess excavations. Column pedestals shall be placed monolithically with foundations.
2:02.7 Equipment foundations shall be as shown and detailed on the drawings.
2:03 Curlnx and Protection 2:03.1 CurIng methods detailed in ACI 301-66 shall be used except that a curing compound shall not be used for initial and final curing of concrete in the containment shell.
2:03.2 Concrete shall be protected against adverse weather condtioms in accordance with ""Rcen4edPractice for Cold Weather Comcretiu,,
ACI 306-66 and "Pe*ommoded Practice for Hot Weather Concretingst.l ACI 605-59 *ei:*Vt that accelerations such as calcium chlorid and anti-freezs - 0"s1 em4 not be used.
2:04 ocretv Elsialw-2:04.1. Ordinary Z`4rr.. s b..
All concrete fn.t4st %ra should be In strict accordance with references outlined in the AC, Part 1. Flag 304-31. The reference is sofe to.
the U. S.- bwmw olf e.1amtions Concrete Manual, Chapter VII, WhIch.
outlines this work.
All concrete surfaces, both exposed and unexposed, except those $peol-fically covered belov shall be finished as follows:
.1. Immediately following the reiioval of the forms, all fins and irregular projections shall be care lly c ipped oVf of all surfaces which are to be exposed.,Y t 0-
- P, 4ru of 4,,
- 2. On all surfaces, the cavities produced by form ties, and all other small pits or openings, shall be cleaned of loose particles and thoroughly saturated with water, after which, all such cavities, pits or openings shall be neatly stopped with pointing mortar consisting of cement and fine aggregate mixed in the proportions as used in the respective concrete. The mortar shall be worked into the cavities and smoothed even with the concrete surface by means of a wooden float. The mortar shall be mixed in small quantities, and shall be used only while plastic. Ceent used in the mortar for exposed surfaces shall consist of ane-thir white cement and two-thirds standard portland cement or a variatlon thereof to match adjacent concrete.
sp-5618 1-22-69
- 3. No mortar or cement &hall be applied to the surfae except to fill the cavities, pits or openings as described above and the
. .relUn.4. surfaces .bal - left-true--and-**itorm.-
- 4. All construction adaexpans ion joints in the complej ted work_
- -"A1-b l lefrt carefully tooled and free from all mortar and concrete.
2:0)4.2 Steel Troveled Finish:
~I%~(Except where otherwise sono j rwns lo l-asnb finished by tamping the concrete with special tools to force the todM coarse aggregate away from the surface, then screeding and floating with straight edges to bring the surface to the required finish level. While the concrete is still green but sufficiently hardened to bear a man's weight without deep imprint, it shall be vood-floated to a true, even plane vith no coarse aggregate visible. Sufficlent, pressure shall be used on the wood floats to bring moisture to the surface. After surface moisture has disappeared, surfaces shall be steel-troweled to a smooth, even, impervious finish, free from trowel marks. After having set sufficiently to ring the trovel, the surface of all slabs, except slabs to receive resilient floorind, shall be given a second steel-troweling to a burnished finish.
2:04.3 Rough Slab Finish:
Floor slabs to receive ceramic tile shall be finished by tamodng the 0 concrete with suitable tools to force the aggregate away from the surface, then screeding with a straight edge to produce a regeo-mabi true and uniform surface.
2:0.. Broomed Finish:
Exterior concrete slabs, platforms and steps shall be finished by taiping the concrete with special tools to force the aggregate amw from the surface, screeding and floating to bring the surface to the required finish level, steel-troweling to an even smooth surface, and brooming with a fiber-bristle brush in a direction transverse to that of the main traffic.
2:04.5 Finish of Exposed Vertical Surfaces:
- 1. Special finish on concrete may be required at the direction of OWNER and/or ENGINEER on the following surfaces ony:
- a. The exposed surfaces of walls.
- b. The exterior faces of the turbine generator foundation pedestal.
- ~*,~,oifl.i ef 4:gl.6 SP-5618 1-22-69
- 2. Special finish for the above surfaces shall be performed as follows:
s ooi a t1eWONK specilied in Item 2-04. h* be per-....-
a.
formed and the pointing mortar sufficiently set-, the surfaces
. .. ..haml] be vetted with -w bruab and rubbed with- &-N1-1-'.6 carbo-. --
rundum stone or an abrasive of equal quality, bringing the surface to a paste. The rubbing shall be continued enough to remove all form marks and projections producing a smooth dense surface without pits or irreguLarities. The material which, in the above process has been ground to a paste, shall be carefully spread, or brushed uniformly over the entire area and allowed to "reset." No additional mortar shall be added during this operation.
- b. The final finish shall be obtained by a thorough rubbing with a No. 30 carborundum stone or an abrasive of equal quality.
This rubbing shall continue until the entire area of the surfaces is of a smooth texture ant uniform in color.
- c. During the rubbing and after final rubbing is complete, cur-ing shall proceed as herein specified.
2:05 Field Testina at Construction Site 2:05.1 During concrete placement operations, the testing laboratory will have an inspector(s) at the construction site who will inspect the concrete pour for formvork, reinforcing, cleanliness, and concrete placement.
The inspector shall inspect and test the first load of concrete de-livered to the site for batch ticket information, slump, air content, and temperature. Batch ticket information shall be checked on each load delivered. Slump tests will be taken at random with a minimm of one test for each 10 cubic yards of concrete placed. Air content tests and temperatures shall be taken on every 50 cubic yards placed or at the direction of the Inspector.
2:05.2 Except as noted, hereinafter, test cylinders will be molded, cured, stored, capped, and teited in accordance with ACI 301-66. A set of 4 cylinders shall be zat for each 50 cubic yards or fraction thereof placed in any one day. Two cylinders shall be tested at 7 days and two at 28 days. For the reactor building shell, a set of 6 cylinders shall be cast. Two cylinders will be tested at 7 days, 28 days, and 90 days.
2:05.3 In the event that concrete is placed during freezing weather or that a freeze is expected during the curing period, an additional cylinder will be cast for each set and shall be cured under the same conditions as the part of the structure which it represents. This cylinder shall be tested at 28 days.
0.
sp-5618 1-22-69 3:00 ?oRMORK 3:01 General 3101. 1 All foruvork shall be in accordance with "Recuendd Practice for Concrte-Formwork" ACI 347-68.. ".. .. . .
1:01.2 All poured concrete shall be formed, including the aides of footi*np.
And other portions'of structures belov grade, except that rock cuts shall be used as forms for vertical surfaces as show* on the Drawings and/or as directed by the EGINERD. Earth cuts shall aot be ;sed as
.. forms for vertical surfaces.
.3:01.3 All exposed concrete edges shall be chamfered. The size of the chsh Nb astrip shall be 3/4 inches unless otherwise noted on the Drawings, 3:02 I4aerials 3:02.1 -forms shall be wood or metal that are of sufficient streSth end rigidity, and have a surface suitable for the requtire finish. If wood Is used to form concrete that vill be exposed to view*-it shall be made with at least 5/8 in. thick Douglas fir /i "Plyfomm re graded by D.F.P.A. Concrete that will be concealed fron vilvi M also be formed vith 5/8 in. thick "lyform," as abo'e., or.:else shall.
be formel vith seasoned wood boards of not less then 11n. st.ck tbIcrt *ss. Boards shall be free from excessiive varpge or,olWerdes-.
feeta&tmet would prevent tight Joints or afetffe. thaetnr UUMlaan.
surfaces of the conc:ete.
3:02.2 All form lumber may be reused in various. pe-ts. of: 1414 onstUvationm.
as long as it remains in good condition.
3:02.3 getal forms shall be straight and fre from dlstartier tftt 01 be.
apparent in the poured concrete. Tbe form shall be aceurats.y assembled and fitted so that Joints vill.be strmibt and etlvabas end so thit adjoining surfaces will be flush.
3:02.4. Forms shall be thoroughly 2leaned after eah ume, a"osour-tee" is contact vith concrete shall be coated with form oil *hvh b bee U4 approved by the OWNER.
3:03 "
3:03.1 The design and engineering of the fouwork hall. be the rsspmdibilli of the COIITRACTOIl. No shop or f .elý dr.wihls for fornr nedo be submitted to the EiGINE,.
3:03.2 Centering"Ior beams and girders shall bet
- esmd..tha tey coa be*
stripped without disturbing the intermodlate supporting posts or es be reshored in an acceptable manner.
-6 -
SP-5618 1-22-69 3:03.3 The ENGINEER shall be consulted regarding the cambering of beams and slabs to compensate for anticipated deflections in the fornuork.
'7, 3:03.1 Except as noted hereinafter, forawork shall be constructed so as to ensure that the concrete surfaces will conform to the tolerances of iZ
......... -0I*.. The steel .pl0ate 1iner o-bthe 'reactor buildn*i %ihe-uie4d as a :oncrete form shall be braced and shored to ensure that the deflection does not exceed 1/4 in. for an arc length of 10 ft of the plate as installed.
3:04 For. Removal 3:04.1 The removal of formvork shall be in accordance with the requIrements of ACI 301-66.
3:04.2 The following table shows required miniam strengths required befoe the forms are removed:
Min. Strength Min. Period-Structural Classification Required - Psi Sides of footings, valls 500 1 Sides of beams, girders, columns 1500 3 Forms under floor slabs 2000 7.
Centering under beams, *girders, flat slabs 2500 10 3:04,.3 The minimum time limits are average values based on 3000 ps concrete, attaining strength under normal Job conditions at a temperature of 70 degrees F. ,
-3:04.4 The time limits shall be increased for concrete having slower atreqgth development due to lower temperatures or other conditions and m*a be reduced for concrete developing strength more rapidly, all subject to the approval of the ENGINEER.
14:00 JOINTS 4:01 Construction Joints
- 6.01.1 Joints not shown on the Drawings shall be made and located in accord-ance with the requirements of ACI 301-66 and shall be approved in writing by the ENGINEER. Construction Joint surfaces except as noted otherwise hereinafter, shall be prepared for the placemOnt of concrete thereon by cleaning thoroughly with wire brushes, water under pressuro, or other means to remove all coatings, stains, debris or other forein material.
sP-5618 1-22-69 4:01.2 Horizontal and vertical construction Joints in the reactor building cylindrical shell and dome shall be prepared for reeeiv1&* the next pour by either sandblasting, air water Jet, bush hameriag, or other means to remove all coat ngle , stainus debris or other foreli materlal.
The horizontal joint*shall be dampened (but not satuate),
thoroughly covered vith a cost of neat cement mortar of *imilar pro--
-port-iones- to -tile mtortar. in1thle 6c6e Th stthanU 14It 1/2 Inch thick and fresh concrete shall be placed before the mortar has attained its initial set. The vertical Joints shall be dampened (but not saturated) before concrete is placed.
4:02 Exnansion Joints 4:02.1 Premolded expansion joint filler shall conform to "Spec. for Pre-formed Expansion Joint Fillers for Concrete Paving and Structval Construction (Non-extruding and Resilient lon-bitminoas Types),"
ASTM D 1752-66.
4:02.2 The location size and detail of fillers shall be a3 shown on the Drawings.
4:02.3 The expansion Joints shall be sealed with a material compatible with the premolded expansion Joint filler.
1:03 Water Stops 4:03.1 Water stops shall be polyvinyl chloride water stop of the dumbbell, bulb or serrated type as manufactured by W. R. Grace & Co. or ap-proved equal. The location, size and detail of water stops will be as shown on the Drawings.
4:03.2 Vulcanizing of water stop shall be inspected and appWoved by the Inspector or OWNER. Nailing of water stop shall be free of oil, pease, grout, or any other material that prevents good seal.
5:00 QUALITY CONTROL 5: 01 Concrete 5:01.1 Each week the CONTRACTOR shall submit to the ENGINEER a concrete pour schedule. (Thi~s schedule will give the ENGINEER advance notice so he may check the drawings ahead of time and help eliminate possible problems before pour time.)
The CONTRACTOR shall initiate a concrete pour checkout form to asure that all crafts have completed their work prior to concrete pl=ement.
After the form has been signed by each craft, it shall be given to the TETING LABORATORY and/or ENGINEER prior to concrete placement.
This form shall be kept as a record for that pour. Each pour shall have a checkout form.
)xAa- '2 C Aj A. UAALt.
-~ 8 -
sP-5618 1-22-6 5:01.2 The COTRACTOP. shall be responsible for the pru 'iration of written procedure(s) to set forth how the work to be performed under the specification viii be carried out. The party performing the work shall also ,repare a writ
- _qu&aLit.yco trci-procedure. et4...I..-.
forth what tests will be executed to substantiate comliance with the specification. Such written procedures shall be .i.itted to
............. t. review and- -comment--. These procedu res shll be written yxior to the starting of any of the work.
,!01.3 Prior to placing of concrete on compacted fill, the fill shall be checked for the percentage compaction required under Section 2:01.1.
The subgrade shall be free of debris and organic material and shall be vetted thoroughly.
5:01.4 Before concrete is placed on a hardened concrete surface, it shall be free of laitance and foreign material. Horizoatal and vertical.
construction Joints in the reactor building cylindrical shell and dorwe shall be prepared for receiving the next pour by either sand-blasting, air water jet, bush hameriug, or other me to roman all coatings, stain, debris, or other foreign material.
5:01.5 In conveying of concrete from mixer to concrete in place, only those methods and arrangements of equipment should be used which will re-duce to a minimum any separation of coarse aggregate from the crete.
Equipment should be capable of expeditiously handling and placing concrete of such a proper consistency, grading, and maxu mlse of aggregate, at the rate most favorable to good quality and boreansuip.
The conveying equipment shall be in accordance with ACI 301-67, Chapter 8 and AST? c-91-67.
If coaerete~is deposited on a hardened concrete surface, a 1/2 inch
-ý *- :01.6 layer of neat grout shall be applied before concrete Is deposited.
Concrete shall be deposited continuously and In horizontal layers Oat exceeding 18 inches, avoiding inclined construction joints. It is important that each layer be shallow enough so as to be placed while the previous layer is still soft and that the two layers be vlbrated together. No concrete shall be deposited in concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. Concrete shall be placed with the re-quired consistency to assure proper workability. The placing of concrete around reinforcing and embedded item shall be by methods that will not cause movement or damage. The maxzimn free fall of concrete shall be three feet.
5:01.7 All concrete shall be consolidated by vibration, spading, or rodding so that the concrete Is thoro-ghly worked around the reinforcement, embedded items, and into corners of forms, eliminating all air or rock pockets which may cause honeycomblng, pitting, or planes of weakness. If vibrators are used, they shall have adequate power and be of high frequency, rugged, and reliable. When immersed in concrete, the vibrator shall have a minimm frequency of 7000 ryme. Over-vibrating and the use of vibrators to transport concrete within the
-~r~4~0L4
=77ý , ý 7ý , ý . I - i . . 717 4 mý .,- - ýý! .- 1-- ý" Fl SP-5618 form shall not be allowed., Care shall be taken to prevent the vibrator from coming into contact with the forms Corsolldation and vibrator procedures shall be in accordance with ACI Committee 5:0oA Concret finjhese_.sw be _applied"in acra-e* e'$ .. -- ...... _
.Of Me--t e-fui l-tion and ACI 301. -The DOINE will pravs*.a schedule designating the type ef finish to be Qplied to th;per-taming structure. If excessive bleeding occurs, the wter sh&L..
be extracted and not worked into the concrete. The we ot calmest..
to absorb surface vater shall not be allowed. Mortar for fdnishing exposed surfaces shall consist of one-third white cemmpt aMn two-thirds standard portland cement or a variation to match e*iSting concrete. All holes left by form ties shall be filled sad * -m'e.
5:01.9 Curing methods detailed in ACI 301-66 shall be used exept at a curing compound shall not be used for initial and final .cur of .
concrete in the contailment shell. Curing shall start as soon as =
the forms are removed. Curing of unformed cowcrteo shall start Immediately after the concrete has taken its initial set. £ aw g ..
log shall be set up to keep a record of structure cured, Nmet ,
and duration.
5:01.10 Concrete shall be protected against adverse weather conditions in accordance with "Pecommended Practice for Cold Weather Coanretg*."
ACI 3064-6, and "Recommended Practice for Hot Weather Concrot'ig,-
ACI 605-59. During the curing period, the concrete shall be pro- -
tected from damsaIng mechanical disturbances, particularly l*ad stresses, heavy shock, and excessive vibration. All fineshed l oa crete surfaces shall be protected from 4amage caused t.. comstmruefli eq-Aipment, materials, or methods, and rain or running water.
Ik
- -. * *. _'-..i. .J
Document Header Sheet iiHUUl IllllUH IJIbU~L UHI I I11 IHl RAN 90048- 7924 ISP5648 DOC NO 3F3N #
ENCLOSURE2 FLORIDA POWER CORPORATION QUALITY ASSURANCE RECORD TRANSMITTAL 7924 ATTENTION: RECORDS MANAGEMENT SECTION (NR2A)
CRYSTAL RIVER UNIT NO. 3 DOCUMENTS TRANSMITTED: S~CA R-ic-ATlo~
Note* Documents are being transmitted for "HISTORICAL PURPOSES". These documents were transported to CR3 Site in the 1995 Engineering Migration from St. Pete to Crstal River S?- '5up 9Erl Cod (T41c&44d kfidwns A,2C
,1t9 0
--The-Quality-Assurance-Records-listed above are hereby transmitted for inclusion in the Plant Quality File.
These records are complete and in compliance with the requirement of Florida Power Corporation's Quality Program. A DATE ..k: I Ito Responsible Supervisor/Designee RECEIPT ACKNOWLEDGEMENT BY:
DATE 1a/7/00 Manager, Ncear Information Resources/Designee 0 FUTURE RETENTION OF THESE RECORDS IS THE RESPONSIBILITY OF RECORDS MANAGEMENT.
Al-I 100 Rev. 34 Page 92
V CORPORATION FLORIDA POWP & CONSTRUCTION DEPT.
POWER ENGINEERING 3 "
CRYrSTAL RVE. -UNIT B Y:
&f-P? F6 )Vtp 0
Dt Mgr. - Power Engr.
Nudea Prej. Mg V(
SPECIFICATION STEEL PLACING OF REINFORCING No. 3 CRYSTAL RIVER - UNIT CORPORATTON FLORIDA POWER MAY 2,.1969 SP-5648 C3.3
?PC-321..A:3.3 , B3.3, DATQE ENGR.
Inc.
Gilbert Aesocites.t 525 Lancaster Avenue Radin, pen sylv&4im L.L1.
SMI.-M.4i203 -.
00 W-0.
FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 Table of Contents Item Pages 1:00 INSTRUCTIONS TO BIDDERS 1 1:01 Invitation 1 1:02 Submission of Proposals i 1:03 Evaluation of Proposals 3 1:04 Insurance Requirements 3 1:05 Performance and Payment Bond 3 1:06 Contract Forms and Certificates 3 1:07 Acceptance of Proposals 4 1:08 Awards of Bidders and Payment 4 1:09 Shipping Information 4 2:00 GENERAL CONDITIONS 5 2:01 Scope 5 2:02 Definitions 5 2:03 Equipment and Materials to be Supplied by the Contractor 5 2:04 Codes and Standards 6 2:05 Laws and Regulations 6 2:06 Engineering and Drawings, Shop and Erection Drawings 6 2:07 Instruction Manuals 7 2:08 Recommended Spare Parts 8 2:09 Design and Manufacturing Program 8 2:10 Manufacturing Errors 8 2:11 Bill of Material 8 2:12 Manufacture and Inspection of Equipment 9 2:13 Shipment of Completed Work 10 2:14 Special Tools 10 2:15 Protection During Shipment and Storage 10 2:16 Shipping Notices 11 2:17 Patents 12 2:18 Conflicts 12
0 0
FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 Table of Contents (Cont'd)
Item Paf.esr 3:00 D]ETAILED SPKEIFICATIONS 13 3:01 Scope of Work 13 3:02 Reinforcing Steel 13 3:03 Reinforcing Steel Splices 13 3:04 Cadweld Splices 134 3:05 Qu*dity Control 3:06 Site Storage Requirements 13 0
1 1:00 INSTRUCTIONS TO BIDDERS 1:01 Invitation Proposals are requested by the Florida Power Corporation for the equipment, materials, and related WORK, set forth in the attached Specification, which will be incorporated in the Crystal River Plant Unit 3, located approximately five miles northwest of Crystal River, Florida.
1:02 Submission of Proposals 1:02.1 Proposals shall be submitted in quadruplicate and shall be transmitted to:
Florida Power Corporation P. 0. Box 14o42 St. Petersburg, Florida 33733 Attention:. Mr. C. H. Thompson Purchasing Agent 1:02.2 Proposals must be received by Florida Power Corporation or post marked prior to twelve noon 1:02.3 Bidders shall furnish with their Proposals all drawings, catalog data, and other supplementary information necessary to describe thoroughly the materials and equipment covered by their Proposal.
1:02.4 Each Bidder shall submit with his Proposal the name of the manufacturer and the type or model of each principal item of the equipment or material he proposes to furnish. He shall also submit drawings and descriptive matter which will show general arrangement and dimensions, appearance, principle of operation, and extent of factory assembly.
1:02.5 If the equipment cannot be shipped completely factory assembled, Bidders shall include with their Proposal the number, dimensions, and weight of each shipping unit and the amount of field work required to assemble the equipment completely.
1:02.6 The successful bidder may be required to furnish a service represent-ative to work with Florida Power Corporation's personnel during the initial operation of the equipment. The services of this representa-tive shall be outlined in the Proposal and the per diem charges stated separately.
1:02.7 One cony of provisional recommendations for spare parts shall be furnished with each Proposal.
3-21-69
2 1:02.8 Each Bidder shall include in his Proposal the cost of furnishing
___ one complete set of all special tools, suitably packed and all in V first class condition, which may be required for maintenance of the equipment covered by the Proposal.
1:02.9 The price stated in the Proposal shall include all taxes and licenses which might lawfully be assessed, on the date of the Proposal, against Florida Power Corporation or the Bidder, in connection with the proposed WORK. Exception:
- 1. If the price stated in the Proposal is for the furnishing of materials and/or equipment only and does not include field labor for erection and/or installation do not include Florida State Sales Tax in your bid. Florida Power Corpora-tion will pay such tax direct to the State of Florida.
- 2. If the price includes erection and/or installation labor to be performed at the job site, the Florida State Sales and Use Tax must be paid by the Bidder on the cost of the materials and supplies furnished. The Bidder awarded a Contract for this WORK shall be responsible for the payment of this tax to the State of Florida and should take this into account in his bid price.
1:02.10 The-Bidders shall state in their Proposals that the materials and/or equipment will meet the Specifications as set forth herein.
Any exceptions to the Specifications set forth herein shall be stated clearly in the Bidders' Proposals.
1:02.11 Bidders shall state in their Proposals the complete terms of their warranty applicable to the materials and/or equipment they propose to furnish under this Specification, and the terms of extension of the warranty in the event of repair or replacement being required.
1:02.12 Bidders shall also state, in their Proposals, the extent of their guarantees for the performance of the equipment offered and for correction of items which fail to meet the warranty.
1:02.13 Royalties and fees for patents covering materials, articles, apparatus, devices or equipment used in the WORK shall be included in the Contract Price.
1:02.14 The Bidders shall not include, in their Proposals, the costs of insurance for equipment subsequent to receipt by the OWNER on the job site.
0 3 1:02.15 Bidders are advised that, due to the scope of this construction project, certain materials and equipment are required of necessity to be delivered considerably in advance of the actual commercial operation of the equipment. It is presently anticipated that actual commercial use, other than preliminary testing, of the material or equipment will not commence until April, 19T2. Bidders are requested to take this into consideration in setting forth their warranty and guarantee terms.
1:02.16 Bidders shall set forth in their Proposals the terms of payment normal to their company or industry, including cash and/or trade discounts allowed, if any. Transportation charges shall be included from Shipping Point with full freight allowed to destination.
1:03 Evaluation of Proposals 1:03.1 Bidders' ability to satisfy OWNER of their capability to perform the WORK within the scheduled dates set forth herein will be a basic consideration in evaluating the Proposal.
1:03.2 It shall be understood that the evaluation of Proposals received in accordance with these Instructions to Bidders and the attached Specification will be conducted solely by Florida Power Corporation.
i: 04 Insurance Requirements Florida Power Corporation Contract insurance requirements are set forth in paragraphs 5 and 6 of Contract Form OD-17-A (copy attached).
The successful bidder shall comply with these requirements prior to performing any WORK specified herein.
1:05 Performance and Payment Bond Bidders are advised that a Performance and Payment Bond may be required from the successful bidder. The cost of such Performance and Payment Bond is to be set forth as a separate item in the Proposal.
In the event Florida Power Corporation elects not to require a Performance and Payment Bond, 10 percent of each progress payment, if any, will by withheld until completion and acceptance of all WORK and receipt of CONTRACTOR'S Affidavit (copy attached) properly executed in duplicate.
1:06 Contract Forms and Certificates 1:06.1 The following documents will be incorporated into or referenced by the Contract awarded to the successful bidder:
- 1. Contract Form - OD-17-A.
- 2. Contractor's Affidavit - OD-28-A, B, or C.
- 3. Insurance Certificate OD-17-C.
0 -
i
0 4 1:06.2 Copies of these documents are attached herewith and Bidders shall thoroughly familiarize themselves with all of the terms, conditions 0 and instructions contained therein prior to submitting their Proposal.
1:07 Acceptance of Proposals Florida Power Corporation reserves the right to accept or reject any or all Proposals.
1:08 Awards to Bidders and Payment Florida Power Corporation will issue all purchase orders and make payment for the materials and/or equipment purchased.
1:09 Shipping Information Bidders are advised that the shipments may be made to the plant site by the following carriers. All shipments shall be consigned to Florida Power Corporation, Crystal River Plant Unit No. 3:
Via Railroad: Seaboard Coast Line (SCL) delivering carrier: Carload shipments only-destination station Red Level Junction, Florida. L.C.L. Shipments-destination station Crystal River, Florida.
Via Truck Lines: Commercial Carriers-destination Red Level, Florida.
Water Transportation: A 15 foot deep barge channel has been dredged from the Gulf of Mexico to the plant site. Contact Florida Power Corporation for particulars if barge delivery is contemplated.
0
0 5 2:00 GENERAL CONDITIONS
.2:01 Scope These General. Conditions are applicable to equipment, materials and related WORK which will be incorporated in the new addition to Florida Power Corporation's Crystal River Plant.
2:02 Definitions It shall be understood that the following terms as used in the Specif'ications shall have the meaning herein given:
"OWNER" shall mean the FLORIDA POWER CORPORATION.
"ENGINEER" shall mean GILBERT ASCTE, INC., Consulting Engineers.
"CONTRACTOR" shall mean the successful bidder for the WORK who will undertake the performance of the WORK required by the Contract.
"WORK" shall mean labor, services, materials and equipment as set forth in the CONTRACT DOCUMENTS.
"EQUAL" shall mean equal as approved by the OWNER or the ENGINEER.
0 "CONTRACT DOCUMENTS" shall mean all Drawings, Specifications and Addenda thereto as prepared and issued by the OWNER, the Invitation to Bid, the CONTRACTOR'S Proposal, and Manufacturer's Drawings as approved by the ENGINEER, all of which are part of the CONTRACTOR'S Contract with the OWNER. These CONTRACT DOCUMENTS are comple-mentary, and what- is called for by any one of them shall be as binding as if called for by all. Any conflicts in the CONTRACT DOCUMENTS shall be resolved by the OWNER.
2:03 Equipment and Materials to be Sloplied by the Contractor All equipment and materials furnished under these Specifications shall be manufactured within the continental limits of the United States of America.
0 6 2:04 Codes and Standards Unless specified otherwise herein, equipment and materials shall comply with all governing -epulations and with the applicable stand-ard specifications and codks of USAS, ASTM, ASME, IPCEA, NEMA, EEl, IEEE, UL and other such regular published and accepted standards.
The regulation, specification or code applied in each case shall be the latest version of such regulation or standard adopted and published at the date of taking bids. Any conflict between standards shall be referred to the OWNER who will determine which standard shall govern.
2:05 Laws and Regulations All equipment and WORK shall be in accordance with the laws of the State of Florida and the Rules of the Florida Industrial Commission.
2:06 Engineering and Drawings, Shop and Erection Drawings 2:06.1 Upon Award of a Contract, engineering data covering all equipment and fabricated materials to be furnished shall be submitted promptly by the CONTRACTOR for approval.
2:06.2 The CONTRACTOR shall submit 2 sepia copies and 2 prints of prelimin-ary drawings and necessary data for approval, to the ENGINEER, at the address below:
Gilbert Associates, Inc.
Consulting Engineers 525 Lancaster Avenue Reading, Pennsylvania 19603 Attention: Mr. E. R. Hottenstein 2:06.3 These drawings shall be sufficient and complete for system design purposes and for use in designing associated systems.
2:06.4 For final approval, the CONTRACTOR shall submit 2 sepia copies and 2 prints of drawings and necessary data for approval to the ENGINEER.
2:06.5 On each drawing submission (original, revisions, and final) the CONTRACTOR shall send one copy of each drawing and data direct to:
Florida Power Corporation P.O. Box 14042 St. Petersburg, Florida 33733 Attention: Mr. W. 0. May Manager - Power Engineering 0
0 7 2:o6.6 These drawings shall be sufficient and complete for adequate erection, operation and maintenance of the equipment. The engineering data.
shall include drawings and descriptive information in sufficient detail to show the kind, size, arrangement and operation of compon-ent materials and devices; the external connections, anchorages and supports required; performance characteristics; and dimensions needed for installation and correlation with other materials and equipment.
Data submitted shall include all required piping arrangement drawings, design calculations, pneumatic control system schematic diagrams, detailed drawings and data for structural systems, and complete power and control circuit logic diagrams, schematics, and wiring diagrams.
2:o6.7 No WORK shall be performed in connection with the fabrication or manufacture of materials and equipment, nor shall any accessory or appurtenance be purchased until the drawings and data therefore have been approved, except at the CONTRACTOR'S own risk and responsibility.
2:o6.8 Exceptions to paragraph 2:06.7 shall be by agreement with the OWNER.
2:07 Instruction Manuals 2:07.1 The CONTRACTOR shall furnish eleven complete and final copies of instruction manuals not later than 60 days prior to shipment of the
- equipment. Ten copies shall be sent to:
Florida Power Corporation P.O.. Box 141042 St. Petersburg, Florida 33733 Attention: Mr. W. 0. May Manager - Power Engineering One copy shall be sent to:
Gilbert Associates, Inc.
consulting Engineers 525 Lancaster Avenue Reading, Pennsylvania 19603 Attention: Mr. E. R. Hottenstein 2:07.2 The instruction manuals shall cover complete installation, operating and maintenance instructions, drawings and parts lists for each item of equipment furnished.
2:07.3 The instruction manuals shall be bound with covers suitable for rough usage. The front covers shall be stamped with lettering indicating the OWNER'S name, unit number, name of power plant, location of power plant, name of equipment, basic capacity rating of equipment and name of manufacturer.
- 8 2:08 Reomne pr Parts The list of recommended Spare parts, with the price of'each such item, and a schedule of required lubricants, as' recommended by the manufacturer of each item of equipment, shall be included in the instruction manuals.
2:09 DesignandMaufcuringProgram 2:09.1 The manufacturer's design engineer shall be prepared to visit the office of the OWNER or the ENGINEER for design conference at such times as are required to expedite the handling of engineering matters.
2:09.2 The Contract program will be controlled by CPM diagrams and the CONTRACTOR shall provide all necessary information requested by the OWNER or the ENGINEER for compilation of these. In general, information required will include drawing schedules, purchasing schedules for major equipment items, and delivery dates.
2:10 Manufacturing Errors Equipment and materials shall be complete in all respects within the limits herein outlined. All manufacturing errors or omissions re-qu~ired to be corrected in the field shall be performed by the CONTRACTOR, at his expense; or if done by the OWNER, the cost of same shall be borne by the CONTRACTOR.
2:11 Bill of Material 2:11.1 The CONTRACTOR shall prepare a Bill of Material covering all material and equipment furnished under this Specification.
The Bill of Material shall be submitted in a preliminary form with the-preliminary drawing submission and be finalized approxi-mately two weeks before the scheduled arrival time of the first shipment. The Bill of Material shall be itemized in sufficient detail to permit an accurate determination of the completion of shipment of the material and equipment furnished under these Specifications.
2:11.2 The mailing address for the finalized Bill of Material is:
Florida Power Corporation Crystal River Plant Unit No. 3 P.O. Box 276 Crystal River, Florida 32629 Attention: Mr. H. L. Bennett Construction Manager
__E_ -
9 2:11.3 All items of equipment delivered to site shall be marked adequately to allow identification from the Bill of Materials.
2:11.14 If the equipment is to be shipped in sections, with accessories or appurtenances detached, or otherwise not completely factory assembled, the extent of assembly shall 'be in accordance with the information submitted with the Proposal regarding the number, dimensions and weight of each section, accessory or appurtenance and the amount of field WORK required to assemble completely the equipment.
2:11.5 Suitable labels shall be affixed to all pre-assembled/pre-fabricated parts.
2:12 Manufacture and Inspection of Equipment 2:12.1 The CONTRACTOR shall advise the OWNER of all his major subcontractors before orders are placed and he shall not place orders with any subcontractor until approval of the OWNER has been obtained. The CONTRACTOR shall indicate where the equipment will be fabricated and the OWNER and/or its representative shall have the right to inspect all manufacturing facilities before approving the subcontractor.
2:12.2 The OWNER and/or its representative reserves the right to inspect fully all phases of manufacture of the equipment included in the Contract. Any item found to be unsatisfactory shall be replaced or repaired at no cost to the OWNER. Any inspection by the OWNER and/or its representative shall not relieve the CONTRACTOR of his responsibility for conforming to the stated conditions and shall not be considered a waiver of warranty, or other rights. No repairs or changes in excess of original Specifications or applicable, codes, if requested by the-inspector, shall be made without the approval of the OWNER.
2:12.3 All shop tests required for certification and proof that the equip-ment conforms to all applicable codes and standards shall be made at the expense of the CONTRACTOR. Any additional te'sts required by the OWNER and/or its representative shall be at OWNER'S expense with price to be negotiated for each individual case.
2:12.14 All parts of the equipment shall be protected against damage or corrosion during and following any tests.
2:12.5 The OWNER and the ENGINEER shall have the right of representation at all shop tests and they shall be notified at least one (1) week in advance of all shop tests and inspection.
2:12.6 One (1) properly identified copy of the CONTRACTOR'S welding procedures, and other special fabrication data for the equipment, shall be submitted the ENGINEER for review and approval and three (3) copies shall be sent to the OWNER.
0 10 2:12.7 One (1) certified copy of all shop test data for the equipment, properly identified, shall be forwarded to the ENGINEER for acceptance, and three (3) copies shall be sent to the OWNER.
2:13 Shipment of Completed Work All equipment shall be shipped completely factory assembled, except when the physical size, arrangement or configuration of the equip-ment, or shipping and handling limitations, make the shipment of completely assembled equipment impracticable.
2:114 Special Tools 2:114.1 The CONTRACTOR sh~all furnish one complete set of all special tools, all in first class condition, which will'be required for maintenance of the equipment covered by the Contract. Identification of all tools by name and number shall be provided, and this number shall appear on drawings and instructions to indicate the application of the tools furnished and to permit ordering replacements.
2:114.2 The tools shall be shipped in a separate, heavily constructed, wooden box or boxes provided with hinged covers and padlock clasps. The boxes shall be marked vith a large painted legend as follows:
Florida Power Corp. - Crystal River Unit No. 3 Maintenance Tools - (Name of equipment) 02:15 Protection During Shipment and Storage 2:15.1 Except as specified otherwise herein, exposed iron and steel surfaces
-of all equipment shall be giVen one coat of primer paint before shipment of the equipment to the jobsite. Before appli*cation of paint, all surfaces shall be free of rust, scale, lubricants, moisture, and other substances. Surfaces prepared for field welding shall be left unpainted for a distance of two inches from the weld.
These surfaces shall be given a protective film of oil or other easily removed material to prevent rusting before erection.
2:15.2 The CONTRACTOR will be advised of the acceptable prime paint for exposed carbon steel surfaces of equipment and material to be in-stalled inside the reactor building.
2-15.3 "All exposed carbon steel surfaces of all other equipment shall be painted with zinc chromate pigment, rust inhibitive, metal primer paint recommended by the paint manufacturer for the service intended, and for application to metals prepared for painting by wire brushing.
Paint shall be applied in accordance with the paint manufacturer's recommendations.
11 2:15.~4 Machined surfaces such as shafts, pins, bushings, shaft couplings and other similar parts whose operation would be impaired by painting shall not be painted. These surfaces shall be protected by application of an easily removable rust preventative compound.
2:15.5 Plastics, corrosion resistant metals such as aluminum, brass, bronze, or stainless steel, and chrome plate or galvanized surfaces shall not be painted.
2:15.6 Each piece of equipment shall be cleaned thoroughly and dried prior to shipment. Equipment made of carbon steel shall contain adequate bags of silica-gel or approved equivalent desiccant to maintain a dew point of 140F. Desiccant bags shall be securely anchored within the equipment.
All openings of all equipment shall be closed prior to shipment with an easy to remove plug of suitable material.
2:15.T All equipment and accessory Items shall be suitably boxed, crated, wrapped or covered to the extent practicable, to prevent entrance of dirt or moisture and to prevent accidental damage during shipment to the job site and during outdoor storage at the job site. Where necessary a desiccant shall be included within the packing enclosure of items sensitive to changes in humidity.
2:15.8 All accessory items shall be shipped with the equipment. Boxes and crates containinp accessory items shall be marked so that they are identified with~ the main equipment. The contents of the boxes and' crates shall also be indicated.
.2:16 Shipping Notices 2:16.1 The CONTRACTOR shall provide two copies of a shipping notice describ-ing each shipment of material or equipment. The shipping notice shall.
be mailed on a schedule so that the notice will arrive approximately three days ahead of the estimated arrival time of the shipment.
2:16.2 The shipping notice sh~all be identified with the OWNER'S name, purchase order number, and name of the item of equipment or material.
The mailing address for the shipping notice is:
Florida Power Corporation Crystal River Plant Unit No. 3 P. 0. Box 276 Crystal River, Florida 32629 Attention: Mr. H. L. Bennett Construct ion Manager
12 2:17 Patents The CONTRACTOR shall satisfy all demands that may be made at any time for royalties and fees, and he shall be liable for any damages or claims, for patent infringements. The CONTRACTOR shall, at his own cost and expense, defend all suits or proceedings that may be in-stituted against the OWNER for infringement or alleged infringement of any patents involved in the WORK, and, in the case of an award of damages, the CONTRACTOR shall pay such award.
2:18 Conflicts In the event of discrepancies between the detailed requirements of this Specification and those of the General Conditions, the detailed requirements shall prevail.
0
0 SP-564 8 5-2-69 13 3:00 DETAILED SPECIFICATIONS 3:01 Scope of Work The WORK to be performed under this Specification shall include the unloading, storing, and placing of reinforcing steel, as shown on the Drawings and specified herein, at Crystal River Unit No. 3.
3:02 Reinforcing Steel 3:02.1 Delivery and Storage:
Reinforcement and welded wire fabric will be delivered to the site by Others, in accordance with SP-5646.
3:02.2 Cleaning:
Reinforcement shall be cleaned free from any loose rust, grease, or other foreign material which may destroy bond, before being placed.
3:02.3 Placing:
- 1. Placing, spacing, etc., shall be as shown on the Drawings and in accordance with Chapter 8, ACI 318-63, "Building Code Require-ments for Reinforced Concrete."
- 2. Wire ties shall be used for securing reinforcement. Fusion welding of reinforcement for any purpose will not be permitted.
3:03 Reinforcing Steel Splices 3:03.1 No splices of reinforcement shall be made except as shown on the Drawings, or as specified herein, or as approved by the ENGINEER.
3:03.2 Minimum lap splice lengths shall be in accordance with ACI 318-63.
3:03.3 Lapped splices in tension shall not be used for bar sizes larger than No. 11.
3:03.4 Where the bar size exceeds No. 11, "Cadweld" splices shall be used to develop the specified minimum ultimate tensile strength of the bar. Testing of "Cadweld" splices will be based on a random sempling procedure of approved splices utilizing a statis-tical evaluation and shall meet the quality requirements as set forth in Xtem 3:04.
MW SP-5648 5-2-69 14 3:oh Cadiield Spl.ices 3:Oh.1 General:
The permissible splices to be used at all times shall be the T-series spliCes. These shall be Csdweld full tension splices.
3:04.2 Cadweld Operator or Crew Qualification:
Prior to the performing of nroduction or nilot splices of re-inforcing bar, each operator or crew shall prepare and test a splice for each bar size and position (i.e. vertical, horizontal, side entry, top entry) to be used in the production work. These qualification splices shall be tested to destruction and, in addition, shall be further examined to establish that each crew can perforn reproducible splices of accentable quality, See item 3:04.3 for acceptance criteria for Cdweld snlices.
3:0o.3 Acceptance Criteria for Cadweld Stlicee"
- 1. Sound, nonporous filler material shall be visible at both ends of the splice sleeve and. at the top hole in the center of the sleeve, Filler material is usually recessed 1/h in from the end of the sleeve due to the packing material, and is not considered a noor fill,
- 2. Splices which contain slag or porous metal in the riser, top hole or at the ends of the sleeve shall be rejected.
A single shri.nkage bubble present below the riser is not detrimental and should be distinguished from general poros-ity as described above,
- 3. There shall be evidence of filler material between the sleave and bar for the full 360 degrees; however, the splice sleeves need not be exactly concentric or axially ali.ned with the bars. '
- h. The strength of the "Cadweld" splices to be tested shall be equal to or greater then the specified minimum ultimate tensile strength of the bars.
3:05 QualityControl 3-05.-1 General:
CONTRACTCO shall submit a written procedure, covering the plac-ing cf reinforcement bar, for reviev and comment by MWIER and ENGINEER- His procedure .hall include, but not howessaarll.y be
SP-56148 5-2-69 15 limited to the requirements set forth in item 3:05.2.
3:05.2 Procedure Requirements:
- 1. A manufacturer's representative, experienced in "Cadweld" splicing of reinforcing bars, shall be present at the Job site at the outset of the WORK to demonstrate the equip-ment and techniques used for making quality splices. The manufacturer's recommendations shall be followed, except where in conflict with this Specification.
- 2. The following is a list of points for inclusion in the CONTRACTOR'S procedure:
- a. The splice sleeve, powder and molds shall be stored in a clean dry area with adequate protection from the elements to prevent absorption of moisture.
- b. Each splice sleeve shall be visually examined imme-diately prior to use, to ensure the absence of rust and other foreign material on the inside surface.
- 0. The molds shall be preheated to drive off moisture at the beginning of each shift when the molds are cold or when a new mold is used.
- d. Bar ends to be spliced shall be power wire brushed for a d:istance of two inches plus 1/2 the sleeve length fron end of bar to remove mill scale, rust, concrete and other foreign material. Prior to brushing, water, grease, and paint shall be removed by heating the bar ends with a torch. The bars shall be bright and shiny prior to the performance of the "Cadweld".
- . A permanent line shall be marked on the bar for a reforence point to confirm that the bar ends are proper-ly centered in the splice sleeve.
- f. Before the splice sleeve is placed into final position, the bar ends shall be examined to ensure that the sur-face is free from moisture. If moisture is present, the bar ends shall be heated until dry.
- g. Special attention shall be given to maintaining the alignment of sleeve and guide tube to ensure a proper filX.
- h. The splice sleeve shall be preheated in accordance with the manufacturer's recommendations after all materials and equipment are in position.
S
SP-5648 5-2-69 16
- i. All completed splices shall be visually inspected at both ends of the splice sleeve and at the top hole in the center of the splice.
J. The COTRACTOR shall keep a record of all "Cadweld" splices placed. This record will then en~bie a test splice to be chosen at random and its location estab-lished. The record documents plus test results of all "Cadweld" splices tested shall be kept up-to-date and shall be available to all inspectors. The CONTRACTOR shall furnish one (1) copy of the record documents and test results to the OWNER'S Quality Engineer. The record must show:
(1) The number assigned to each splice.
(2) The date that the splice was formed.
(3) The crew which carried out the welding.
(4) The exact location of the splice.
- k. Cadvelding of splices shall not be performed during any form of precipitation.
3:05.3 Frequency of Testing:
- 1. After the crews have completed the qualification "Cadweld" splices for each size bar and each position9 the crews shall then perform pilot splices. All of these pilot splices shall be tested to destruction to develop an average (R) and a standard deviation (o). The destruction of a splice shall be defined as the tensile failure of the rebar adjacent to the sleeve or the tensile failure of the sleeve or the failure of the weld metal. Each crew shall perform an approximately equal number of pilot splices so that the total number of pilot splices will be 20. Any pilot splice that fails below 70,000 psi shall be rejected and replaced by a further pilot splice and the cause for failure shall be investigated. The crews shell have established that they can perform acceptable and reproducible splices during the performance of qualification splices.
- 2. Then to ensure the integrity of the "Cadweld" splices, the quality control procedure shall provide .foe a random sampling of field splices. All random splices shall be taken from splices intended for use. No "Companion" splices will be used,
5-2-69 17 S as the crews may take more care in the performance of "Companion" splices. These are not considered representative of the production splices and are not an acceptable means for Judgement.
- 3. The initial random sampling rate shall be one in every 25 splices produced by each crew until the results of 50 teats have been compiled. These 50 tests shall include the first 20 pilot splices and the random production splices from all the crewo.
- 4. At that tine, statistical methods may be employed to deter-mine the possibility of decrea~ing the sampling rate. The lover statistical tolerance limit shall be based on the criteria of 99 percent assurance that 95 percent of all aplicos hawve strengths in excess of this limit and in all ceses the lower Btatistical limit should be T0,000 psi and above. The lower tolerance limit shall be calculated from the averace (x) and the standard deviation (*). This lower tolerance limit is: X minus A(cr). The "A"factor can be found in the table at the end of this discussion.
- 5. The random sempling rate may be decreased after a total of 50 tests if the lower tolerance limit shows the "Cadweld" strength to be above T0,000 psi. This first decrease will be 0 to a rate of 3 por 100 splices by each crew. A final decrease may be made after 100 more tests or a total of 150 tests if the prevLous criteria is met. This final minimum rate will be 2 tests per 100 splices by each crew. This lower rate may be maintained as long as the lower tolerance limit is above the 70,000 psi level. If at any time the lover tolerance limit goes below this minimum strength, then the frequency.
shall be increeaed to the level of one test in every 25 splices produced by each crew.
- 6. If an Individual test fails below the lower tolerance limit or belwv the lower control limit, the splice Just prior to or just after the low strength splice performed by the same crew shall be tented. The lower control limit is again determined by the average (%) and the standard deviation (or). The lower control limit is: X minus E or X m!4nus E (range) whichever is higheý,. The range is defined eas the diOference between the highest and lowest tensile breaks.
- 7. E and E2 coa be found in the table at the end of this dfCUB Bin.
0
.* SP-5648 5-2-69 18
- 8. If the second test is above these previous lower control limits, then the process is considered under control and the testing frequency shall continue as established. If the second test is below one of these control limits, the results shall be submitted to the OWNER'S Quality Engineer for evaluation and the crew responsible for this deviation will not be permitted to produce further splices, until the results can be studied. The average (X), the standard de-viation (S), and the other statistical factors shall be re-calculated after every group of 20 tests are compiled. The following table gives the statistical factors needed for this progressive evaluation of the test results:
Number of Tests "Aft "f_" "f__
20 3.17 3.119 0.803 4o 2.68 3.000 0.763 6o 2.50 3.000 0.763 80 2.41 3.000 0.763 100 2.35 3.000 0.T63 3:05.4 Test Type:
The test of the splices shall conform to ACI 318-63, for tensile tests.
3:06 Site Storage Requirements The CONTRACTOR shall develop written procedures for the on-site storage of the reinforcement steel. These reinforcing bars shall be stored in an orderly fashion at the site so that they are compatible with the placement procedure and that the final cleanliness is assured.
0'
0 FLORIDA POWER CORPORATION POWER ENGINEERING &CONSTRUCTION DEPT.
CRYSTAL RIVER- UNIT 3 0 APyROVED BY:
SPECIFICATION PLACING OF REINFORCING STEEL CRYSTAL RIVER - UNIT NO. 3 FLORIDA POWER CORPORATION SP-5648 MAY 2, 1969 FPC-321-A3.3, B3.3, C3.3 Q}A>&O U-APPROVED - DEPT. PR4VECT ZNGR.
a 90.
DATE
- 3- 7 o ISSUED ) pYSTAL&M -E UNIT 3 DATE Gilbert Associates, Inc.
525 Lancaster Avenue Reading, Pennsylvania S.HoD.-M.L.L.
W.O. 4203-Oo ADDENDUM A March 11, 1970 9
SP-5648 5-2-69 ADDENDUM A Sheet 1 of 1 March I1, 19T0 SECTION 3:00 DETAILED SPECIFICATIONS Delete this Section in its entirety and substitute the attached revised pages.
9
Ut W sP-5648 5-2-69 Revised 3-11-70 13 3:00 DETAILED SPECIFICATIONS 3:01 Scope of Work The WORK to be performed under this Specification shall include the unloading, storing, and placing of reinforcing steel, as shown on the Drawings and specified herein, at Crystal River Unit No. 3.
3:02 Reinforcing Steel 3:02.1 Delivery and Storage:
Reinforcement and welded wire fabric will be delivered to the site by Others, in accordance with SP-5646.
3:02.2 Cleaning Reinforcement shall be cleaned free from any loose flaky rust, grease, or other foreign material which may destroy bond, before being placed.
3:02.3 Placing:
- 1. Placing, spacing, etc., shall be as shown on the Drawings and in accordance irfth Chapter 8, ACI 318-63, "Building Code Requirements for Reinforced Concrete."
- 2. Wire ties shall be used for securing reinforcement. Welding of reinforcement for any purpose will not be permitted.
3:03 Reinforcing Steel Splices 3:03.1 No splices of reinforcement shall be made except as shown on the Drawings, or as specified herein, or as approved by the ENGINEER.
3:03.2 Minimum lap splice lengths shall be in accordance with ACI 318-63.
3:03.3 Lapped splices in tension shall not be used for bar sizes larger than No. 31.
3:03.4 Where the bar size exceeds No. ll, Cadweld splices shall be used to develop the specified minimum ultimate tensile strength of the bar. Testing of Cadveld splices will be based on a random sampling procedure of approved splices utilizing a statistical evaluation and shall meet the quality requirements as set forth in Item 3:04.
0 SP-5648 5-2-69 Revised 3-11-70 14 3:O*4 Cadweld Splices 3:04.1 General:
The permissible splices to be used at all times shall be the T-series splices. These shall be Cadweld full tension splices.
3:04.2 Cadweld Operator or Crew Qualification:
Prior to the performing of production or pilot splices of re-Inforcing bar, each operator or crew shall prepare and test a splice for each bar size and position (i.e. vertical, horizontal, side entry, top entry) to be used in the production work. These qualification splices shall be tested to destruction and, in addition, shall be further examined to establish that each crew can perform reproducible splices of acceptable quality. See item 3:04.3 for acceptance criteria for Cadveld splices.
3:0o.43 Acceptance Criteria for Cadweld Splices:
- 1. Sound, nonporous filler material shall be visible at both ends of the splice sleeve and at the top hole in the center of the sleeve. Filler material is usually recessed 1/4 in.
from the end of the sleeve due to the packing material, and is not considered a poor fill.
- 2. Splices which contain slag or porous metal in the riser, top hole, or at the ends of the sleeve, shall be rejected.
A single shrinkage bubble present below the riser is not detrimental and should be distinguished from general porosity as described above.
- 3. There shall be evidence of filler material between the sleeve and bar for the full 360 degrees; however, the splice sleeves need not be exactly concentric or axially aligned with the bars.
- 4. The average strength of the Cadweld splices to be tested shall be equal to or greater then the specified minimum ultimate tensile strength of the bars.
3:05 Quality Control 3:05.1 General:
CONTRACTOR shall submit a written procedure, covering the placing of reinforcement bar, for review and comment by OWNER and ENGINEER.
His procedure shall include, but not necessarily be limited to, the requirements set forth in item 3:05.2.
SP-5648 5-2-69 Revised 3 fO 15 3:05.2 Procedure Requirements:
- 1. A manufacturer's representative, experienced in Cadweld splicing of reinforcing bars, shall be present at the Job site at the outset of the WORK to demonstrate the equip-ment and techniques used for making quality splices. The manufacturer's recommendations shall be followed, except where in conflict with this Specification.
- 2. The following is a list of points for inclusion in the CONTRACTOR'S procedure:
- a. The splice sleeve, powder and molds shall be stored in a clean dry area with adequate protection from the elements to prevent absorption of moisture.
- b. Each splice sleeve shall be visually examined imme-diately prior to use, to ensure the absence of rust and other foreign material on the inside surface.
C. The molds shall be preheated to drive off moisture at the beginning of each shift when the molds are cold or when a new mold is used.
- d. Bar ends to be spliced shall be power wire brushed for a distance of two inches plus 1/2 the sleeve length from end of bar to remove mill scale, rust, concrete and other foreign material. Prior to brushing, water, grease, and paint shall be removed by heating the bar ends with a torch. The bars shall be bright and shiny prior to the performance of the Cadweld.
- a. A permanent line shall be marked on the bar for a reference point to confirm that the bar ends are proper-ly centered in the splice sleeve.
- f. Before the splice sleeve is placed into final position, the bar ends shall be examined to ensure that the sur-face is free from moisture. If moisture is present, the bar ends shall be heated until dry.
- g. Special attention shall be given to maintaining the alignment of sleeve and guide tube to ensure a proper fill.
- h. The splice sleeve shall be preheated in accordance with the manufacturer's recommendations after all materials and equipment are in position.
0
0sp-.6I8 5-2-69 Revised 3-11-70 16
- i. All completed splices shall be visually inspected at both ends of the splice sleeve and at the top hole in the center of the splice.
- j. The CONTRACTOR shall keep a record of all Cadweld splices placed. This record will then enable a test splice to be chosen at random and its location estab-lished. The record documents plus test results of all Cadweld splices tested shall be kept up-to-date and shall be available to all inspectors. The CONTRACTOR shall furnish one (1) copy of the record documents and test results to the OWNER'S Quality Engineer. The record must show:
(I) The number assigned to each splice.
(2) The date that the splice was formed.
(3) The crew which carried out the welding.
(4) The exact location of the splice.
- k. Cadwelding of splices shall not be performed during any form of precipitation.
3:05.3 Frequency of Testing:
- 1. After the crews have completed the qualification Cadweld splices for each size bar and each position, the crews shall then perform pilot splices. All of these pilot splices shall be tested to destruction to develop an average X and a standard deviation 0. The destruction of a splice shall be defined as the tensile failure of the rebar adjacent to the sleeve or the tensile failure of the sleeve or the failure of the weld metal.
Each crew shall perform an approximately equal number of pilot splices so that the total number of pilot splices will be 21. Any pilot splice that fails below 709000 psi shall be rejected and replaced by a further pilot splice and the cause for failure shall be investigated. The crews shall have established that they can perform acceptable and reproducible splices during the performance of qualification splices.
- 2. Then, to ensure the integrity of the Cadweld splices, the quality control procedure shall provide for a random sampling of field splices. All random splices shall be taken from splices intended for use. Unless otherwise approved by the ENGINEER, no "Companion" splices will be used, as the crews may take more care in the performance of "Companion" splices. These are not considered representative of the production splices and are not an acceptable means for judgement.
C SP-5648 W 5-2-69 Revised 3-1l-70
- 3. The initial random sampling rate shall be one in every 25 splices produced by each crev until the results of 51 tests have been compiled. These 51 tests shall include the 21 pilot splices and the random production splices from all the crews.
- 4. At that time, statistical methods may be employed to determine the possibility of decreasing the sampling rate. The lower statistical tolerance limit shall be based on the criteria of 99 percent assurance that 95 percent of all splices have strengths lying between the values determined by the tolerance limits and in all cases the lover statistical limit should be 70,000 psi and above. -The lover tolerance limit shall be calculated from the average f and the standard deviation cf.
This lover tolerance limit Is: f - A0. The "A" factor may be found in the table at the end of this discussion.
5.* The random sampling may be decreased after a total of 51 testa If the lover tolerance limit shows the Cadveld strength to be above 70,000 psi. This first decrease will be to a rate of 3 per 100 splices by each crew. A final decrease may be made after 100 more tests or a total of 151 tests If the previous criteria Is met. This final minimum rate will be 2 tests per 100 splices by each crew. This lower rate mW be maintained as long as the lover tolerance limit is above the 709000 psi level.
It at any time the lower tolerance limit goes below this minimum strength, then the frequency shall be increased to the level of one test In every 25 splices produced by each crew.
- 6. If an individual test fails below the lover control limit, the splice just prior to or just after the low strength splice performed by the same crew shall be tested. The lover control Limit is again determined by the average X and the standard deviation a. The lower control limit is: X - E1 0 or X - E2 R whichever is higher. The range R is defined as the difference between the highest and lowest tensile breaks.
T. El and B2 can be found in the table at the end of this discussion.
- 8. If the second test is above these previous lower control limits, then the process is considered under control and the testing frequency shall continue as established. If the second test is below one of these control limits, the results shall be submitted to the O1WNER'S Quality Engineer for evaluation and the crew responsible for this deviation will not be permitted to produce further splices, until the results can be studied.
The average X,, the standard deviation a, and the other statistical factors shall be recalculated after every group of 20 tests are compiled. Ths following table gives the statistical factors needed for this progressive evaluation of the test results:
0 @SP-5648 5-2-69 Revised 3-11-TO 18 Degrees of Number of Freedom f Tests "A" "E""E2" 20 21 3.12 3.113 0.794 30 31 2.82 3.000 0.763 40 41 2.67 3.000 0.763 50 51 2.57 3.000 0.763 60 61 2.50 3.000 0.763 70 71 2.45 3.000 0.763 80 81 2.41 3.000 0.763 90 91 2.38 3.000 0.763 100 101 2.35 3.000 0.763 110 111 2.34 3.000 0.763 120 121 2.32 3.000 O.763 130 13 . 2.31 3.000 o.763 140 141 2.30 3.000 o.763 150 151 2.28 3.000 0.763 16o 161 2.27 3.000 0.763 170 171 2.26 3.000 0.763 180 181 2.25 3.000 0.763 190 191 2.23 3.000 0.763 200 201 2.22 3.000 0.763 0 One of the variables in the formula, which is used for the calculation of the "A" values above, is the number of degrees of freedom, f. The number of degrees of freedom is one less than the number in the sample, N. i.e., f = N-1. Using an initial sample of 21 and increasing this by multiples of ten, allows the values of "A" to be read directly from
- the table without the use of interpolation.
0SP-5648 5-2-69 Revised 3-11-TO 19 3:06 Site Storae Requirements The CONTRACTOR shall develop written procedures for the on-site storage of the reinforcement steel. These reinforcing bars shall be stored in an orderly fashion at the site so that they are compatible with the placement procedure and that the final cleanliness is assured.
I
'/ roJDA POWER CORPORATION POWAEHIGNEERIN &CONSTRUCTION DEPT.
k CRYSTAL RIVER -UNIT 3 APP"OVED BY:
0 -Date 5(7d
.Date ate A SPECIFICATION PLACING OF REINFORCING STEEL CRYSTAL RIVER - UNIT NO. 3 FLORIDA POWER CORPORATION SP-5648 MAY 2, 1969 FPC-321-A3.3, B3.3, C3.3 0
APPROVED - DEPT. PROJECT ENGR. DATE (o-/ ý- 7 7~b ISSUED FOR CRYSTAL RIVER - UNIT 3 (D-i~~.- DATE Gilbert Associates, Inc.
525 Lancaster Avenue Reading, Pennsylvania S.N.D.-M.L.L.
W.O. 4203-00 ADDENDUM A March 11, 1970 ADDENDUM B June 18, 1970 0
rQUALITY PROGRAM~
REVIEW and DOCUMENTATION REQUIRED
sp-5648 5-2-69 ADDENDUM B Sheet I of 1 June 18, 1970 CHANGES TO ADDENDUM A SECTION 3:00 Detailed Specifications 3:02 Reinforcing Steel 3:02.3 Subitem 2; delete last sentence as written and sub-stitute the following:
"Welding of reinforcement will not be permitted except for the purpose of attaching form tie rods at non.
critical points on the reinforcement as approved by the Engineer."
4.
FOR REFERENCE ONLY SPECIFICATION PLACING OF REINFORCING STEEL CRYSTAL RIVER - UNIT NO. 3 FLORIDA POMER CORPORATIO14 SP-5648 MAY 2, 1969 FPC 321-A3.3, B3.3, C3.3 0*
APPROVED - DEPT. PROJECT ENGR. DATE DATE ISSUED FOR CRYSTAL RIVER - UNIT 3 DATE DATE S.N.D. - M.L.L.
W.O. 044203-000 ADDENDU4 A March 11, 1970 Gilbert Associates, Inc. ADDEMIDI B 525 Lancaster Avenue June 18, 1970 Reading, Pennsylvania PRELIMINARY ADDENDUM C December 15, 1972
SP-5648 5-2-69 Revised 3-11-70 PRELIMINARY ADDENDUM C Sheet 1 of 5 December 15, 1972 3:00 DETAILED SPECIFICATIONS 3:04 Cadweld Splices 3:04.1 General:
Number the existing paragraph "1." and add the following subitems:
"2. Two types of testing program may be used:
- a. Production Splice Program.
- b. Combined Splice Program.
Note: The OWNER'S construction supervision staff shall determine which program shall be applied to each concrete pour.
"3. Production Splice Program:
The Production Splice Program shall be used in those areas where production splices located on straight sections of reinforcement can be readily removed for testing. The Production Splice Program shall be used for complete concrete pours. Production Splice and Combined Splice Programs shall not be used in the same concrete pour. Only one or the other program shall be used for individual concrete pours.
"4. Combined Splice Program:
The Combined Splice Program will consist of a mixture of production and sister splices. It may he used for any location and configuration of reinforcement.
3:04.3 Acceptance Criteria for Calafeld Splices:
Subitem 4:
Change the capital "T" in the first word to a lower case "t" and add the following words before this first word:
"For the Production 'Splice Program" REFERENCE (D NL Y
SP-5648 5-2-69 Revised 3-11-70 PRELIMINARY ADDENDIDI C Sheet 2 of 5 Decewber 15, 1972 Add the following subitem:
"5. Combined Splice Program:
- a. Individual Splice Strength Criteria:
The tensile strength of each sample tested shall be equal to or exceed 125 percent of the minimum yield strength specified in ASTI A 615-68 for the grade of reinforcement being used.
- b. Group Splice Strength Criteria:
The average tensile strength of each group of consecutive samples in each concrete pour up to a maximum group of 15 shall equal or exceed the guaranteed ultimate strength for that grade of reinforcement as specified in ASTN A 615-68."
Add the following nmt iters:
"3:04.4 Positioning of Reinforcement for Sister Splices:
Sufficient extra lengths of reinforcement shall be positioned in those areas of reinforcement where sister splices will be required prior to any splicing taking place in that concrete pour, The reinforcement shall be cleaned and positioned in accordance with the requirements of item 3:05.2. The reinforcement shall be secured in position so that it cannot be displaced during splicing. The positioning of the reinforcement shall be such that the location and orientation of the sister splice is similar to the splices it will represent."
"3:04.5 Availability of Sample Test Results for Combined Splice Program:
Test results for the samples for a concrete pour shall be available and in conformance to the requirements of item 3:04.3 subitem 5 before any concrete in that pour is placed.
"3:04.6 Location of Failure:
The point of failure in the test sample shall be recorded for each test sample. Nhere failure takes place in the bar, clear of the splice at strength values less than the allowable, the production splices represented by the sample splice shall be considered acceptable.
SP-5648 5-2-69 Revised 3-11-70 PRMI14INARY ADDEDMD14 C Sheet 3 of 5 December 15, 1972 "3:04.7 Failures in Peinforcement at Values Less Than the Minimum:
If during testing sample Cadweld splice, failure takes place in the reinforcement at strength values less than the minimum criteria as set forth in ASTM A 615-68, the ENCIEER shall be contacted to evaluate and recommend the required remedial action."
3:05 Quality Control 3:05.2 Procedure Requirements:
Subitem 2-i:
Line 2, after the ninth word (the) delete the word "top" and replace with the following:
"tap" Subitem 2.-j.-(4):
After the third word "location" and before the fourth word "of" insert the following:
"and position (i.e. vertical, inclined, horizontal)"
3:05.3 Frequency of Testing:
Change this item title to read as follows:
"Frequency of Testing for the Production Splice Program:"
Subitem 2:
Lines 4, 5, 6, 7, and 8; delete the last ti-o sentences beginning with the words "Unless othervise approved ... " and ending with the words
" ... are not an acceptable means for judgement."
Add the following new item:
"3:05.4 Frequency of Testing for Combined Splice Program:
- 1. Frequency of Selecting and Testing Samples:
The minim=m number of splices to be tested shall conform to:
- a. 3 splices per 100 production splices.
SP-5648 5-2-69 Revised 3-11-70 PRELDIENARY ADDENDUM C Sheet 4 of 5 December 15, 1972
- b. 2 splices per concrete pour.
- c. 1 production splice per 100 production splices.
- 2. Sister and Production Splices:
Sister splices may be used in those areas of curved reinforcement or w~here insufficient room exists to remove production splices, provided that the criteria stated in item 3:04.3 subitem 5 is adhered to.
- 3. Procedure for Non-Conforming Individual Splice Strengths:
Mhen a splice fails to meet the criteria noted in item 3:04.3 subitem Sa, the group represented by the failed samples shall have additional samples removed and tested. Until satisfactory resolution is obtained, splicing by the crew or crews that fabricated the nonconforming splices shall cease. After the location of the failed splice is determined, two adjacent production splices, one on each side of the failed sample, shall be removed and tested. In addition, either one randomly selected production splice per concrete pour or 4 percent of the number of production splices in a pour selected at random, whichever is greater, shall be removed and tested. If all these additional splices conform to the criteria noted in item 3:04.3 subitem 5a, then splicing is considered acceptable and in control and splicing may continue. If any one or more of the additional splices fails to conform to the criteria noted in item 3:04.3, subitem 5a, then the OWNER and the MIGII*MR shall determine the necessary remedial treatment. If any or all of the additional production splices cannot be readily removed for the additional testing described in this subitem, the FGINEER shall determine the required test splices.
- 4. Procedure for Non-Conforming Group Splice Strengths:
When a group of splices in a concrete pour fails to meet the criteria noted in item 3:04.3 subitem 5b, additional splices shall be selected and tested as noted in item 3:05.4 subitem 3. If any one or more of the additional splices fails to conform to the criteria noted in item 3:04.3 subitem 5b, then the WNER and the ENGINEER shall determine the necessary remedial treatment. If any or all of the additional testing described in this subitem, the ENGINEER shall determine the required test splices ."
SP-5648 5-2-69 Revised 3-11-70 PRELI*N ARY ADDENDUNI C Sheet 5 of 5 December 15, 1972 Note: Enclosed is a copy of the following revised or appended pages which reflect the changes set forth by this ADDENDUM C:
Revised- 14, 16, 19 Appended- 14a, 14b, 19a Please replace old pages with attached revised pages and add the new pages in their proper sequence.
0 S
Revised SP-5648 12-15-72 3-2-69 Revised 3-11-70 14
.3:04 Cadweld Splices 3:04.1 General:
- 1. The permissible splices to be used at all times shall be the T-series splices. These shall be Cadweld full tension splices.
- 2. Two types of testing programs may be used:
- a. Production Splice Program.
- b. Combined Splice Program.
Note: The OiNER'S construction supervision staff shall determine which program shall be applied to each concrete pour.
- 3. Production Splice Program:
The Production Splice Program shall be used in those areas where C production splices located on straight sections of reinforcement can be readily removed for testing. The Production Splice Program shall be used for complete concrete pours. Production Splice and Combined Splice Programs shall not be used in the same concrete pour. Only one or the other program shall be used for individual concrete pours.
0 4. Combined Splice Program:
The Combined Splice Program will consist of a mixture of production and sister splices. It may be used for any location and configuration of reinforcement.
3:04.2 Cadtyeld Operator or Crew Qualification:
Prior to the performing of production or pilot splices of reinforcing bar, each operator or crey shall prepare and test a splice for each bar size and position (i.e. vertical, horizontal, side entry, top entry) to be used in the production work. These qualification splices shall be tested to destruction and, in addition, shall be further examined to establish that each crew can perform reproducible splices of acceptable quality. See item 3:04.3 for acceptance criteria for Cadweld splices.
3:04.3 Acceptance Criteria for Cadweld Splices:
- 1. Sound, nonporous filler material shall be visible at both ends of the splice sleeve and at the too hole in center of the sleeve.
Filler material is usually recessed 1/4 in. from the end of the sleeve due to the packing material, and is not considered a poor fill.
0
Appended SP-5648 12-15-72 5-2-69 Revised 3-11-70 14a
- 2. Splices which contain slag or porous metal in the riser, tap hole, or at the ends of the sleeve, shall be rejected. A single shrinkage bubble present beloa the riser is not detrimental and should be distinguished from general porosity as described above.
- 3. There shall be evidence of filler material between the sleeve and bar for the full 360 degrees; however, the splice sleeves need not be exactly concentric or axially aligned tyith the bars.
- 4. For the Production Splice Program the average strength of the C Cadweld splices to be tested shall be equal to or greater then the specified minimum ultimate tensile strength of the bars.
- 5. Combined Splice Program:
- a. Individual Splice Strength Criteria.
The tensile strength of each sample tested shall be equal to or exceed 125 percent of the minimum yield strength specified in ASTDI A 615-68 for the grade of reinforcement being used.
- b. Group Splice Strength Criteria.
The average tensile strength of each group of consecutive samples in each concrete pour up to a maximum group of 15 shall equal or exceed the guaranteed ultimate strength for that grade of reinforcement as specified in AST-I A 615-68.
3:04.4 Positioning of Reinforcement for Sister Splices:
Sufficient extra lengths of reinforcement shall be positioned in those areas of reinforcement where sister splices iwill be required prior to any splicing taking place in that concrete pour. The reinforcement shall be cleaned and positioned in accordance with the requirements of item 3:05.2. The reinforcement shall be secured in position so that it cannot be displaced during splicing. The positioning of the reinforcement shall be such that the location and orientation of the sister splice is similar to the splices it rllU represent.
3:04.5 Availability of Sample Test Results for Combined Splice Progrnan.
Test results for the samples for a concrete pour shall be available and in conformance to th*e requirements of item 3:04.3 subitem 5 before any concrete in that pour is placed.
3:04.6 Location of Failure The point of failure in the test sample shall be recorded for each test sample. Where failure takes place in the bar, clear of the splice at strength -values less than the allowable; the production splices represented by the sample splice shall be considered acceptable.
Appended SP-5648 12-15-72 5-2-69 Revised 3-11-70 14b O 3:04.7 Failures in Reinforcement at Values Less Than the Minimum If, during testing sample Cadveld splice, failure takes place in the C reinforcement at strength values less than the minimum criteria as set forth in AST4 A 615-68, the ENGINEER shall be contacted to evaluate and recommend the required remedial action.
3:05 Quality Control 3:05.1 General:
CONTRACTOR shall submit a written procedure, covering the placing of reinforcement bar, for review and comment by OWNMIR and EWTGINBER.
His procedure shall include, but not necessarily-be limited to, the requirements set forth in item 3:05.2.
0 0
Revised SP-5648 12-15-72 5-2-69 Revised 3-11-70 16
- i. All completed splices shall be visually inspected at both ends of the splice sleeve and at the tap hole in C the center of the splice.
J. The CONTRACTOR shall keep a record of all Cadweld splices placed. This record will then enable a test splice to be chosen at random and its location established. The record documents plus test results of all Cadweld splices tested shall be kept up-to-date and shall be available to all inspectors. The CONTRACTOR shall furnish one (1) copy of the record documents and test results to the OWNER'S Quality Engineer. The record must show:
(1) The number assigned to each splice.
(2) The date that the splice was formed.
(3) The crew which carried out the welding.
(4) The exact location and position (i.e. vertical, inclined, IC horizontal) of the splice.
- k. Cadwelding of splices shall not be performed during any form of precipitation.
3:05.3 Frequency of Testing for the Production Splice Program: JC
- 1. After the crews have completed the qualification Cadweld splices for each size bar and each position, the crews shall then perform pilot splices. All of these pilot splices shall be tested to destruction to develop an average X and a standard deviation a.
The destruction of a splice shall be defined as the tensile failure of the rebar adjacent to the sleeve or the tensile factor of the sleeve or the failure of the weld metal. Each crew shall perform an approximately equal number of pilot splices so that the total number of pilot splices will be 21. Any pilot splice that fails belo7 70,000 psi shall be rejected and replaced by a further pilot splice and the cause for failure shall be investigated.
The crew shall have established that they can perform acceptable and reproducible splices during the performance of qualification splices.
- 2. Then, to ensure the integrity of the Cadweld splices, the quality control procedure shall provide for a random sampling of field splices. All random splices shall be taken from splices intended C for use.
S
Revised SP-5648 12-15-72 5-2-69 Revised 3-11-70 19 3:05.4 Frequency of Testing for Combined Splice Program
- 1. Frequency of Selecting and Testing Samples:
The minimum number of splices to be tested shall conform to:
- a. 3 splices per 100 production splices.
- b. 2 splices per concrete pour.
- c. 1 production splice per 100 production splices.
- 2. Sister and Production Splices S:Lster splices may be used in those area of curved reinforcement o4 where insufficient room exists to remove production splices, prov-lded that the criteria stated in item 3:04.3 subitem 5 is adhered to.
- 3. Procedure for Non-Conforming Individual Splice Strengths Mhen a splice fails to meet the criteria noted in item 3:04.3 suboitem 5a, the group represented by the failed samples shall have additional samples removed and tested. Until satisfactory resolution is obtained, splicing by the crew or crews that fabricated the non-conforming splices shall cease. After the location of the failed splice is determined, two adjacent production splices, one on each side of the failed sample shall be removed and tested. in addition either one randomly selected production C splice per concrete pour or 4 percent of the number of production splices in a pour selected at random, whichever is greater shall be removed and tested. If all these additional splices conform to the criteria noted in item 3:04.3 subitem 5a, then splicing is considered acceptable and in control, and splicing may continue.
If any one or more of the additional splices fails to conform to the criteria noted in item 3:04.3 subitem 5a, then the OWNER and the ENGINEER shall determine the necessary remedial treatment. If any or all of the additional production splices cannot be readily removed for the additional testing described in this subitem, the ENGINEER shall determine the required test splices.
- 4. Procedure for Non-Conforming Group Splice Strengths When a group of splices in a concrete pour fails to meet the criteria noted in item 3:04.3 subitem 5b, additional splices shall be selected and tested as noted in item 3:05.4 subitem 3.
If any one or more of the additional splices fails to conform to the criteria noted in item 3:04.3 subitem 5b, then the OWNER and the ENGINEER shall determine the necessary remedial treatment.
If any or all of the additional production splices cannot be readily removed for the additional testing described in this subitem, the ENGINEER shall determine the required test splices.
Appended SP-5648 12-15-72 5-2-69 Revised 3-11-70 19a 3:06 Site Storage Requirements The CONTRACTOR shall develop written procedures for the on-site storage of the reinforcement steel. These reinforcing bars shall be stored in an orderly fashion at the site so that they are compatible with the placement procedure and that the final cleanliness is assured.
0 0
I FLORIDA POWER POWER ENGINEERING CORPORATION
&CONSTRUCTION DEPT.
CRYSTAL RIVER. UNIT 3 (a~rneee ByDa t e ~ (
?Yuceor wgi SPECIFICATION PLACING OF REINFORCING STEEL CRYSTAL RIVER - UNIT 10. 3 FLORIDA POWER CORPORATION SP-5648 MAY 2, 1969 PPC-321-A3.3, B3.3, C3.3 QUALITY PROGRAM REVIEW and DOCUMENTATION REQUIRED DATE APPROVED - DEPT. PRMET ENGH.
(6--t- 70*
DATE ISSUED FOR CIYSTAL RIVER - UNIT 3 Gilbert Associates, Inc.
525 Lancaster Avenue Reading, Pennsylvania S.N.D.-M.L.L.
W.O. 4203-00 AMENDUM A March 11, 197o ADDENDUM B June 18. 1970 0
SP-5648 5-e-69 U
B ADDEnUM 1 of 1 Sheet18, June 1970 A
MCHGES TO ADDENDUM Detailed Specifications SECTION 3:00 r teel sub-3:02 Rei sentence as written and last 3:02.3 Subitem 2; delete except stitute the following: will not be permitted "Welding of reinforcement form tie rods at non.,
of attaching the for the purpose as approved by on the reinforcement critical points Engineer.",,
0 PROGRAM a:irt DOCUMENTATION QUAl,'J-TY REVI-'.V RQ U RED
V QUALITY PROGRM REVIEW and DOCUMENTATION RERUQIED.
F--I1--
IPLOMIA POWER COIRPORATIONI POWER ERIdNEERUIG &COtISIRUCT!ON1 DEMl. ,lwE= -M - I
-1 CRYSTAL RIVER - UNVIT 3 -= -
M.,APPROVED "WSWI* BY: MAL. I - - INKY I. 3 Nam ininomouin 2: . AUMEM am 91971 In 321-M.12 ANn.wi~ M- a-im
!ý-w~tL "ti m.URn - mn3 -w
- .A.S.-"..L.
"A. 06"05-0
-10111=A Gilbert Amsciatu, Km. oc~ 17, 191 523 Lomeate Ammos ne"141 1fivs~mad ft April 31 Ion
>301 Scowe of Wark ThesR to be perfommed under this Cotrcivt: sbkafl laed.~ tbe.
recivigstoring, installing and stressing of thmeews!ri qsmtendons required for .-the Reactor:kililuA for the Csa River: Ukit 3, FloridaliNver .C.2orpcatl. Ine EM shlla"ee specified beein: sad/or as. shiown. on the Drwings and sba1 include,. bbt is not necessarily limited to, Ithe following.
- 1. Receiving sand storing- cm the job site, - tilmisn tmilmlil.1 amaborage componets,* installatIon anl stressift. equiffumt.
all ztpplied W Others.
-2. :Nemsw-ift tendon lengths.
- 3. Mleaning the inLsid surface of the embedded temlm conduit:
and coating with a carrosiom-protectlow mm.
II. nsUing. tendons and protective edýml s.
5* 5,.:-eaig end tensiomng the teodoms.
- 6. Reinstalling protective end caps. if- the temes am not stressed Immdiatel~y after imtlat, and dy air poron at Supplying equipmet f I" l~adeintlleisato mil Stressing Of' tmlhis cludin rigging: Offil 6.Developing sr d m-intaininig V= procedure min the respilred:.
d.records- for the* K as detaled is: this Spcfietm
- 9. Rpplying small h and, tools mlequipment noted am~ 1of.
the lv=='s (as defined if te 3 :) oft1 en alai "maw 10.1 ~of. tbahetnicmsr itlsl ~ e (as. noted in ites 3:03.3) Iaecord. with the nn requits atdlathe iia' an eili tn3~
1.Coodinasting with the G the vu iom m of the I= to suit the OUUU'B coastractiono reuriml.'wlld supply as outline schedule of thtj -JM
- 22. 1SPPl*in&gd*tal/s .ofsnd e*,emla fk 0.0wa 1 at Me .
- aca;ffblding at terngla(seit~m 3:04sbte )
A p 8N590
- 13. Su""lyin eccentricity o 3:0*3 subitess 3 ad 4). .a see item, Ibeee Vagbe jotaipu fl'a. the UdIMOR'.
14.~ Bu2gar 14 pressm au" es brathedyarPrig
- 15. ,&VPpYLing dry &ir pargiug equiisamut 350 scm of ahr
- 100 p: with a deweq l.of delie.in os f-07.
3:02 eails Inadito to the definitam~i Ites 2:02 ofi the: GUU OE. TZ),, the.fllrwibg d*eiition shl
- Vflu"t -~e s- ll me fthe, escma- Oo portti *o14rpmof* et
- a
- the suppmlier of thelestresity 3:03 ..... i" i. *and Igu t.g a I-ded In g e :..e s.: or - Wor ThafLl wiug Itit inthi Omrct: and.associat wIII be. povided with ~thea t e g au 210t l tW Othars: miu, 1.Funihin fwape am.,alsted coi.. tn to" theJo site: with attAched stre~amn Iss gdm Stressin pIto 19 Washers. shim and imerwusmtsipoetv I*, Cap. and gaskets, aisuppie 1vth Iam d 2-. Fmshndelnvezi, mad
£mstalstiM. of sat no"" cmmon adbearing plat"n.
3.e uris:n and delivery o h olwn m~isa~t andufreainge9Auimt tO -the-job site:
- b. Three(3) dructgr.
- e. Tree(3) imitsm fr bac;king te tedn Int thLi1
- 4. Tre(31) 'tmttoa4hsajg mhns
- e. 'SU' (6) stressing owhdaeg 141table csGsreawa fo tendow and scoeee ma J.; 9"ituhe ujofletity mn-2
3-29-1i
. .-: 1;: ...' I- ."".: :i, ..../ :: : :" , ** i : : : :
-'*i*?.*! :*
.'.**.i *"::I
- .:.:? -: : : ' * : /
3:OaGmaal nfoma ionad Regqidriemts'5 "a fo'llowing is a brief dswpi fte~aAasc~e
- . AddLitina infomation o mqI bm-wi. .. th-
'itm awdlr EEIItUp=nrq~t
. te e Uiding is, a ,pr.StI*s d alM i mwo 13 -tw te o . l.s am w ill* bae .- = sta..l d . ..
w i.*wN..-- W2M '
.G a:.t:l:a
.. .u 2.
s one 0. .ii atucu~.. ,.At 11.iM of er "Ire'-~ .tewiiin .
m ical;. 262 :
r t~v tend= force is 1633.*5 hips * ., r-.-M5 --. i joi _= '7 *3"*
t 4-1MEMlle:.*
tujnda, anchorWagecwnewtsi a" theMaW ejj~auij~Mt list"d la tI the win
'Item 3:3 subites. 3 a~re to be 5i115 the alte. Cam"M ..
- 2. e wil s iStAilesupp in toriigteOOCýBosw Ltechia wLl t the Thi&Mmtehial a0it toSSthe
- the the C&~
3.Te t~~ illaup f cLie ~Wim t &.. time the *inmtthi . .S revison anthcenb revse i,..,d..tlat.
benus at anl ties
" le TIM M:... Vi u .*SUPP j a ýwitteiW b ,d ei, eshl dife t than asUspciid abe:= :,i~to.
tamuest. to the- Mium for, itnapoa peroxiiddifferesI~than pcfeni
-'IS.. VM I t het
- 5. CCUM1ACt0 , kd.ut wllUA.t~ aces D the CIJD:f tr3~~
ma. uIdctoo;h
'fair inatfatj iajn andsrsin m iit id access toLb proVided in ItheIW nnift is Lshorn DCa ig LC~OOT for e AW 'the
- 6. The IACK shal snpilal to.te pltomJattetop oftern um(~vti267 '6)
UGI dtal oftCOW reuiS rbet mthfer~O thtabesobamd eshloo eie thbe. CasSt, of~~~~~~~~QU rti ob
- to te Josite in mfcitt so ito te istrectue. Deal frn i 9tsaffolding* avial t h oralmte if of, Paintingexoe tS.ofteblgpaesm protective- end cas 111-3
37296.i 305 ~Codes safi M ul
.. cept"as noted othervisehereinafter, all l .shall be I.n..
accordance .ith, the folloving codes and* muas.:
1._ AC! 318-6.3 "Building Code Requirewnts for Reimftreed. Concrete 3 .
- 2. AC! 3014k: "S9pec ifications fot StructUral. Coecrete. for itu .
- 3. e VENDO'S Field Installation . fif sl.t 3:06 O-sitl 0di**lin..Storage Receit. Ro I c..
J306.1 Upom3deli to the sit nby the VlND ,
the .IC . -shall inpculaandplace the tendons and mhe---- popnsata inc-site storage,* supplied by the (gýee, IT 3:0- uie )
3:06.2. Tendons and anchoarge components delivered to: the job site will habue identificationin'zminbers stomp or tagged cmt~twaby the, VXM . IThe C)M'RACTCH shallI develop wrIttelif records of the identificationnmabers, assigned by theiTO fraw the tenon ankid iancihorag components received. an the job site. Thw iibus w shall be used. In all the documntation. deveoue" by the Ow W=
as req~uired: by this Spec ificationt. rMCWMC 1shell Estify OF ~the 0 of discrepancies uhich occur beti 60iftit"Imti amibers marked .or-tagged and those listed cn. tbihe shipp ItsbIn..
3:06.3 If the. ismapection, reveals oaw tendon or m .age c'Ct1P~sm uhich a". damged -or have their pinoteet iv. comeigs o
- corrosicm-protec t Ion material dammaged,..they: shell be paimmntet-ty the: COMAC70. ir the dammg. emt be, waIred~ tbay Shall be rejected. The, OUR shallI be advised: of. ell, reectd. 0matarial and the COMCU¶T&¶ shell dI umn all :reject ices. xI.tb th mes*ng can be repaired, the repair, work willb~e perrfce' 14y thei WOý.r the V01. Tendons delivered with rust, cm the w~ie shall have their Protective covringi reoved. in oider, that the. 161le Lgt or, the tenon can beemne. Vire rutgaeinspection Criteria' is:
DWINIYIOE PSICAL EffhAIf&?
f..
olrNo .. cleaningx for. inspection, required.
slight spotting, of Oxide fils Few light scratches to. bright metal ii~dilkhLNo scale:
DoPitting III'-
wk-590, 3-29-Ti ONNI PVEISCAL MNV*WMoi ftrtial i1ces ofe Color ~gip clmnugrequirAed f1*
Little foreign matter, wisulispecicsof wire Metal Dull :finish of applied OxiA film Few light-sculithebe to bright
&MU quantity light' 3..*"pittin~g * . ..
scal C - FAIR (89Minm toresm fle) fih~or loss Of color harti ral
- requires lightsadn
.53 foreign matter or. seatching required for wimia
. jor oss of Oide flun Inspection or wir ew meal Col. and glots NmW, light scratches to, bright Imetal
- edg.)., m .i*
(10 beawy. passes with 100 grit.
Large quantity light scale Wkmqer or 2 havy passess with a NO pitting DJ- WA5IZ (ABMOte Pifwimtia.)
Thtua loss of color Awk foreign matter T~tal. wearequire light -oi or samtdcdis required for wisal Yballos ofk a~ias fiis ismapeticm of wilemPetal.
Ihzyeav scr-atches. to bright Moetl mipaper or. 4. hm" Passes with. a quantities Ial
- 34. potting o ev cl. - a po) d 3-FAIL (Beje-t ,toSlm mdsics color .,l gloss Ccmpletely. overcom bF swaln SAhia - IMrequirms beny -wd~m, Pitting or mavy scalieg or wire of scr apigfo metal. imlimpcto Large qimunItiesof heavy scale. (w0 with v 100 grit uwapm or :pý with a msrp .ef.)
,Definitioms: '-..
dtea pit Is defined - an i6ntatim 0.0156 jlumIbIbm 4ae smi 0.0625 -16ichsin uiinwter.
.Scaile - Defined as an imiitt of ffocreignutsils a iao flae sunch aes peals off fr upa surfbe.1
344 3:06.4. Tedons and anchrag ýconpmmati shall inrl~be wIae frrnm at-site.
togeimmediately before ben lcdi.tesit . BlA t .o or anchorage.c-mpos so e let otit or- mci-ate ,t-w -.f .r aL period of tiime%exedn X :i.t(a) e t llb etrd to on-site. atorage. ednssabll: be teedtaltmf
.- .. if ca*emsticm causesf ue to f.If a- tiihe w.-esthmeg'..
CT shll rmov the aostd :ftmm the t -Iiimioeil or.
- . -moistvre from the tendonl shall not r.o o.r dtsb Ikk jmotetiwU 3:o6.5 on anT anho agec upts d3.l vt all: tiimes to humn in eemda vce with th VUDOS'S rendtrnomted ia the."il Inetalaiom b"mud":.
1119. M. fftACTBshall measswe the req ired3 l or. eachf taimi 1 masof a measuring d~vIce 01011"d ?W w the VC Soe methed of
- .,!...-..s-.; be* in. ýcdmm, wi.,th th, m- *o 1 at th
- io.The required Uite Im~tba ahall be I Inmitted. So the WinE i witig two copa ab be .fmrvrdd to th.
~ ~URA~~~' atentin i ft to the ftct that be l othe requrdt;o lengths to the W itCi timet to allow thle iC fbricate the tendons sand deliver. tim to ýthe job. &Ite in ru inorame itthhe CEUU'S einitrucitiea mc see le b abcW411s this he AC the 0100 AM the wil=01 ntbc a schedule, foar this VOW.
3:07. Tuon InstalLation 3:07.1 :rtar to the ustsllatiom oft thetsi, the newi jiialjjtd tialorery protective covers IdIILl U ramrd rnru t iwin pisemw ft conduit: shall themi be, cleammed to. ~ruse Grt, &obis*sa mois8tue.: A sugested method o cclsha this, i4:
Use. a cloth Pull-throfto to cleass the eosiiht.. Afer.
~*i. .the, coa~dmt has beenssmaied throwg~ se Is consiaded clesan aid dry, .cme final, psllthr I.I be ~
u~sing a Clem. liite cloth. If after lln-h' the i the cloth Is fae to be class ad ~ othe rtowh or the hand, the codut Is tomgdred Uo be cleain and dryý. If the Vlltbz clthi "dr.g dlý~cla CUMidte cloth coan0 cut Cleans SMA 7 N. Ifthe i"nside surface of the commit is cum. and, dry. It shall be lcoated wiha cmiaptci l lwthe CU Tow th the a",lis m, AC ai lb Pun-tre clothe wakd In the inwii.-a'teto v~z--:Irafter palinthog woda ecob.i faud to hej free of the eorrosion..pmetectiin , the
-cloth. dmiLU be re-ee6idas&p jeledI$ the agaf.
hIS PxOcOS Ishall contimm Wtil lthe PUll-thro Cloth. comes ouat with co I'sa iu i g to it.. `Te CONTACTIO abl: Rate %bt itmy beha Pnecesa to Place a pin:gfof i Baomm..J. vs aheaofthe pul-thruiMU cloth and them: p -thro"A the, cloth, a~d plug of .
mx-6
3:0.2he owwiia-prtecm~ -vx shall be E"-X-1 '01LVl~luiw helm mud.modified an noted below li 1tP 3-07.3, mwPl.
UG ft1anlvro"va. tpamiinwe o the = ~t lto the m
- aooph~eshall be kept to.. ua~ mAý_ e e~SmOW 3:&7.3 The eouuwon-potectiam um sab:li vem-ni- .ar ~gpiluar helm~s~, os~cIV,~ "A mmulm mea Dwii of V.3 'ase anMd Owes" sefired sio that At 2157 iP:t atU wot flowi vert~j~jIca hoop*te tmb nwie. ewrsm 1.b eefcgrvto.-0.0 D 2ft?-67
- 2. eitper gallIan 7.35 7.0Ih. 1 3.Fl"s point (WCoo0 P ~ D W-66
~~~~.~s t o ( s ) a -te Tbf'Ra 3O~t-36TfI 11 W*/ t 6Tf
- 6. SpeIfic het ( mrn hThF caaity) 0ao 3:0yj~s Mltii tess sall be aefn odtmeliilhd and cit- r~ofti
"=m~ ate shal obh .
.4.pm-mtllii om the method the U to int the ivAde or f th *e ft COMMO sall 'Prpofuto the m
ýthe the ftvgcy or thes tests Lbe" hMs of Can*i t~he imuM. or. the ci. me awdtiami tm"t -G Se Iitia la seremiag testjýjj - th ý Ofw.aIM mfA fl~aosd pr"t shalllM be t"he Usilateifbt.'% Tf a pmitlw solutela coluuric wmen dseibu i 3 512-6. A lhiit
~
of~ ~ l~ ~ettwetwwitra
~~~lom ha~ .0.
or m-T.
b.Sulfide.:
SOe zetbod salba te tation ftb e.d tw total. i sufie eemnaia.Toth tra ct 1111l~~I wae shall b aded I".zinc acetate. to precipitat.lle.Slie rsn shall then be mneasured in aPodnewt rgah8o
- *8hD, 1255465"T. 60uwtec1o1m,A iý%
.A Aroedm m alsobe sedin whIch slle oaLhdfo acidified extractio molutle. to cra'ete, a calmred 400ot load acetate paper i~sity Apot .is wed to etum s-lfide ccetaton. e toc.on roed-e sal be iTM.
a!cordauc. with"ASM. D 125-65:?. A4 U".o*frAt 0 sulfide.
shall be set for: eitheir raw. Material. or:fnse rdt
!?..:../.: .... *.... e* meth.od.
.*.. ...*.... e shall.be a water ftti'o .traction s ,nu*fU~t, fllraowed IS by .p ch*wit.m extraction, of the vater extract, fol.1 ylowe.C~ rikimetiri MSurefemts, based an h D*)9Wo-52. A 2lmit of 20 pwn nitrates.shallbe net for either raw material.or flinised 3:0.5 Thew I of the tendons has assigned a iwoihtfaiUg wmiber, teahtendon. This teiqu i i i in.d o each nw teba -and ai s show on.the YUDStltdin p1eeat. is. The:
M shaLl fohlo -the * .& lam pi ia-teL t ch teýnd'on se IS p]Le, in Its corr*c.t locatlOn .L 1:07.6.. -at onlbe tn t oe -ite sa f insta..t..
- :**: .' *
- L fotia:~ s;
- X**
i""
.in. " ,s directly inft . Th the'conduit.
I
, I h l evlp.. " :- f" ime"e'
- t'i":"
3:0.?. The tvibnig hmail onl4 beW~ 1111601Iately Veeth ris inserted t be Inserted f..n theam- ttumt enMd.
- T*hit"t i -lMtM3 he the teados in, the conduit en 8601, suit then to the Ono d" the Zw3=for a~pfrowal.
S:
3:07.6 The CACTs~hall ha~len ten dn i* accordae **ewithth t~ands =ft t~o case Uduen diaraTiOc of the aisM -pr~V~ onui Max coating. ýIf the C=M =electsto ba~ttam-hd tin tMWMm at slaterae the protectiw OM& cae d ms Ot, h suplid y the. VUDO shall be r ly eedtthhelg pl ats. *or. thi c j "t nQ," t"e .3r *L. t .
he - to butjton-hed 1the tea~. he shell be zeqmIred by the ir . tL Pall the Md of thn ttat*weic ih Is to be btr wned, L cut of the conufit fAraox.... fiv (5) foet. er to itesr 3:08.2.
m-8
3m-29,-f 3-: 9 As each tend.....a. is inserted intot he;'1131i) colduit, the'w." f ac. shall be vTisnualyispce to 4ensurei that .it Is completely, coated with the
'orrosion-potection wax.(refer to. t*i. :0T..3). Tiaea or pat."
oW tendons not completely .coated shmll be rciaedi b1 the, CiMMA with,
.appr. v "crrowo-- ttn va., SUPPled V the mm, be ,
the tendons
- re installed. .11e tends shall onyb1 Wr ntle -114
- d. . conditions. If the tet&dions enot stressed: "O'edtely after Installation, the, yot etive dmo.
cape with g -asts (both. s'ppLe b* the .,,,). shll be: installed to - riut e iontOW oe 0ofri ,,S-.
3:0f..10 Field installation: of tendons. shell, be PONtua so an -to Avoid staining of the concrete surfaces with. the coru'eeIon-proteetif Vm. Lup concrete. surfaces stained wi t et .the sa0, shall, be cleaned bi the at no. coa t tos theal 3:0602 me ot*-A.c shal , button-h.ead the te* dm. wires maintain the button-heading machines, and maintain-the button-bed dimes all inaccordance writh thiTe WSDR'ecdtos 3:011.2: Zach tendon supplied by the TU=DOR will have asrsing vasher.
button-beaded on. ame end. ,The COMMATO. shall Place on the otber end of the tendon eitber, amoth stressing r or a dead a" Plate as, called fbr on thew, gUo.,
at adsall@bg onto. that and of the tendon. nw Itlbutton-head egg ploced fr backin the tlnnom Into the. conidit to ailw 1utta'-beed'g at the othe end a 1be.bil . ___ ___________
shell rercord the Identification soebr Of the fioeld . e stressing washer: or deed ed plalte on a fbi. tommeer with tomao nmber, date, and inspection results.
3:06.3: The fbolloi, req Oientos shall anly to butLon-beads fomed In.
thle field b'the: CO.TR.....
- 1. Buztto-headS shal be the coldupset 't3 e, vwi dies, supplied by the VUDOS (refer, to Item 3:0sbie 3d., mid
.3:06.1) to the dimensmmloa criteria mated. i ambiti 5 6 below. All button-hme shall be v/sui* inspected fw malforuntion.% A& malftamed button-head sb&l ,be includ"C In. the randam check ated: In =abit=e 3 below.
- 2. me frequency of ,visal inspectio rr *splts (craks)s l be,% 100. A bu i "ttn-ad fomd to have a split (Icrýk)or splits (cracks) shall be checked to det*mmeif it comp*i.
gith the: split criteria noted In subitn. 6 belo.
- 3. A random check with "Go" amid "Do-Go" a eap, fbr sizes ýmted In su.bimtes 5 a. beow, sa L.be made of a iimma of 10% of .th b- eonk-': on each: tendon. If at the inapection heqw of 10% ooe or mre. buttoo-heads do not meet the criteria mnted in. subitem 5.a. *the ection freemy' shal be Increased to 100% for that tendon.
III-9
I4-Is. tton-h~ead eccentricity shall be checed ofth bet' ma~c lg butta-edu a eia he0w fasibt;ton-h an a 1ea le at., ý.medteeeureý Afer5o f the toaa a es etmhsi that Is
~~4.Iv SP, Onatel80 s,Uatnhm h COMiMAC shel m*Uw:bumttoDm-hmd a. a aemple Of viz, lma ROOM the iSUnacceptabl@(efe t: sinite S. ,th jshalcekal ta- pS.C.. )i tin litaml
.9 d.
- 5. Diamsiama Oaccpa criter!" thebitas-heds I-- ~ ble Oki fbelnes:
- a. Dimeter shell bo.eeeai t or greater -h O.&0O hiabm aMeIalt~ Cr lsNN thin 0. 450 Imbes.
- b. A baringsarface sheall exslt .1si oth1 portia of the. emddjaceit to itsctia. withth wire porti.
c* mxsim eccentricity shall he 0.015 imeem
- i*>**
- ! ii* ii 6.0* * ,'-**/
! *i *i**,I cr mi ,-* o*
reriaf / i - *ec) splits i*
- i: , * . ,
- *AUAutm-hl isý :>ii*i * ,
- a. 9011ts shall be inclimed at, them 50 ds to tie!axis or the vire.,
- b. The* mainm "mlohbt per split. shall be 0.350 inchesý.:
c.- 1TheimOines witth per splt sallu hie 606~0 ftebes 4.the mmnim 011elrofslt lhe ()pw at-head.
3:0S.Is if, atsqfiedbuts-edd teedow, ma, Awe am thre mhttes-ý heads we ftmd to exceedSM ccr all tan tolinmoee soced in itew 3:.3 the cornmeo dal iMiatelQ afvIMi the Um the in1writing ftw mimliam. "Ie evmimliam Ulu .11 Into aceiumt the. nubi atmpel letnbl a.k VOIIMIL tadmom 861 the: location of te e is the a~tue. . %De
- -m the: UGINa will -sawt. ta ioftil,11.r thereut the eui mad, if th tma. isn etl it Shanl be rejected: ml replaced 1W the OP A tm06%E extra cast to the
-. 0 If the-field tu-dtoomm mldinawa lies tha them nepal bsttin-bM th I~till I nothed in ites 3:09.3 subitia i,. meuu the eaddm*4istin baheuiwi If
-a:"n
-- - .d*"
.. ct : " . 0
3:08S.5 Before cinnmc ing: buttoa-headiM. the prodwtic temi tai@.
to be in plced hesrture) *the ATw ibl maert his sliyto prdc etnh e~~tho' critera111 mledý in,., 1 GSl.hA complslo .tallm :o rfclImut loqgtho Of wire frma tI VUD to makeni50.tilbta-ms
- , "swie,,a- ,mrhe*d". s beeharia rom the -.- .Thvzemmtr, ,a 61tton-eads tshall all beinspeceU o sizeIw ,
mcmrii splits.. Rejected, buttonm-bads wil be iniuedi I tbse YOE whom. make :a. ion to the A..to. alter b"..
procedrie_ Ia or~der, that secertablwtomui MOW- o~
ne 115ý =Wl vmt-pl*Cerd. wlibth htts-M4llsg p"redm101, te+dM6V-j. be .. m tisf " - ..-tori . -Us 5U.l.. to produeacceptableI -atonhed. *.
3:*..10;6 After stalliner an bmttom-heeiLag A 1 . t:, . .w lawthe teno rvddthAtte btese proteciv ml ca*s
- . . t .e o"Lojr llte that in: og tiý ptetive an casw It wil bencsar rbitoalth t~md back U"to the condut aftr o -ain. :wstallaticc the c as is,:
be iný accrdnc wt tA rwcmoatijMa of&M thrO -
Now be left unstrese in the sald I coafit for a m~wii tim 6f sx(6) months.
3 Te: c~m*CTMshl deeop mtatias .nord fb tbi teadlon
. . . . I "stallatio an. ... . ... .. *.b:-h re
.. ceuda a .....
nourte that te c60dui Was cei m" cat" wilthbh ois beto.h~aedStresimng washeror mplAte the of the biatom-jlaspetim.
pr.ot smiber
- tio toadons m a mand. tUme toreord (e,be64:8 TIM ita..fl) to. recodth the date mlatine trsia ti+..m of .:
reclord alsot inim3:09.8.
34B.S The CIVACM shall develop . ~ ~ irbtm~n h tadead hlla hait to tbe am= the. UVýIbr Vjj4.libfore c Wcr at tI tof..*.t: =.- :
3:09-1 ... C!0Bshal S follo. t m""i:"! :"l e A ting proc*eaf developed Il the V f t stre..i. equijint.
309? shllnotbestressedr m jli ;,all f"th '1wte clt Re.actowr Sail .ding selhser acdadasreacebd Aa dodmm strmth6f 5,00 pi adhs~I lc
'u-11
.:09.3 Force adStrain: Measurements:
- 1. heb tendon shAll be11.0 stressed to eighty Percent o.f the ein guarante utimate. Capacity of the tendon'. Th ackin 'e shall tebereduced to seventy rreat of utimt capct ihun locked off: shinned in plcaieintte' sesstincurves for the; prosuetiom lots usedi wiil be.
...subitted by the TUDOM toý the. M the.111111 i n m: th
-an .!he (OOThACTOR shall Incorporate: then. withth fioi gal iuge reading. and elongstio for each stressed temu ind' all1611: submit then to thes em: ad thue U If tn.
loss of prectresa force due to broke. wirmes mpeds:mvz Oer tenon *the -UUand the ROMshall be Iindiately advi. . :ed,:.
If -one to three tendca:wires ; k during stres:lag tAYt100~yb acceptable, provided that the. conbiugttafn.
of1:broken wires and unacceptable buttmon-hed. d~oes s ot masmed three (3). wires total". If the teadon contains 'Moe: than tfiese
, i'nceptable wires (either broke, wires a/aor eta butt. -heads) the C1tRACTOhI shall InJedixtely advise the.
and the ING in writing for. evaluation-.t evaluation.wi te into accmmnt them nbe*r* of . ":ptable wires contained-in adjacent tendons and the location of the ten s i structure. *-e 0 and the, Mo *
- will advise,* the . O ACTU. of the, m ilts or t, e e.alauti... If the. tendon is unacceptable due to mccepta.le". fil. f."nd bet.c.y. itshall. be rejected and replaced, bthe . : '.
- at: so extr e..cost to the . If IeMthe te.don is m.
doe tol broken wir*s, it t will be reced seadqplaced be" the .
Vný. If.:the.tendon, is nacpbl due to a Combination of brokený wi res d unacceptanble button-heads,: It shll. be rejectei And. replaced by the MOM and the. CM W at Rio extr Cost to the. (WNUI.
IA ter i tip al.~. slack ti-: acin to ao mo -ý (rieof500 Psi,* force and strain meain tas~hall. be, by nsumen of 7elongation" of the prsaw na wIre andCom aron vith the force indicated by thie a!
or pressurF.Sauge The: gauge Shanl - elicatetb the mnssm it.
the Jack within plus or mimis tepecet Florce-Jack.1111 04.
151LI or. ftwmcinter combination shall be Calibrated just beforeprestrssing perat ions. bein byr using as~r a calibration: is ceartified an being traceable to tbe ktjominl Buz of .Standards. : Pres~suze ganes and jacks -so calibrated shall alvV5 be used together. During strmasift. records Obsl b:e mae of elongationsý as well as pressures obta~imed foir. am t Iendm1.6 At 1the equivalent pressure r.gauge or yrnumeter reading Orr 70%of the guaranteed ultima~te tendon frcre, the tendon elongtion shallI be measured. at each stressing end, and compared to the elongation predicted by the VEO (using raverag l elorgatio curves) fthe discrepancy between the: measurid 111-12
3-2 -Tl and. Vxsdicted elongations exceeds plu or minus peoo.9 the the CO*!*MR shalL mlltediate*y afise the 11 W GMK , and the. VUDOR, In 'witia, of the Giscreviny.
The V MShall evaluate the discrepancy, in consmjtionu with the ow, the 3101m ,'ý the ShI,.
instrut the CWICM~ to carry .t the cpemewy yandial "W. fbe COnMR* shall doent in Witt"g the el..-stion dimcrepancies and the remdial actionm tluam.
CaLibustlon or the Jadk-4F & or Poeusaw sme cominations shall be nsinatsimd to bitaccurste imithin the above Malts and, Ir requested., Ow. t t1 shall be recalibratedor nerly calbrated -214U su:betItted,, during and at the ý o the temans ig omr*atiaiS.
3:09.1a be strewssig sequenee shall be performad Is thel followIng order:
- 1. Vertical tendons.
- 2. Doe tendons.
.3. Horizontal tendons 3:09.5 2be details for stressing eah type of tenon shall be as follons:
I.' Vertical Tendons:.
All tica3. tendn Sball he Is uedI ftes to emif oar sng x (6) sets Of stresi , e
-romid the ring gird-era, rig to the IollIn ste:
Begin stressiag newr the ce.teriim of mb .ettren.
- b. S*tres eyesy othe tendi.m mvin "In a cloickise directiom.
- c. After moving 600, orm" heti*ra, iIUM"In a clockWise directinm s in the =$"Von" tmd.
- d. After aln vertical tenom am stroieam ilead mh et or stresing equipmt will bhae o 12O".
- 2. D baenms:
, s 1,411 1,*hr 1"b ) s o, s=o e*uipments emi throme. (3) tado wimiaeamily. A, *r om~
.,three
, (3) teadom ubich shll'b*e stremed la .
MW stres.sing seques e. follows:
.C MIN
Squ,..nc6
- 2. M2T D215
- 3. D23 V323:
3315
- 6. h9 Dm1 T. iMOT DWT DM3
- 9. D135 D339.
- 10. M39 u1. ml)ui
- 12.. 13?~
Dm~
MO. 13. D133 0203 it,. 3129
- 15. m125 MS33
- 16. D12 MAO1 V332 low5
- 19. 3109 20.d 105 21.
22.' 102 23,.1il6 216.111 25, milt ru-i,
Sequence
- 26. D118 318 D21 mC D0220 D32
- 28. D16 e6, D326 30.03. 028M33
- 12. Di.0 022 , b
- 33. 026 DM3 34 31.032. 020 33
.35.. M16 D214. D328
- 36. 011., D218 D321.
I ¸¸ ¸¸ *' * ¸' ii -'
- e*ii * *'ii***i *:*: * ** ' :!**: ,
- ii i : / i **
- 38. 11:i6l
- i: *' /: ii* ) i~**li*, ** ,) /** : D226 m 031.6 i **-i: 5IL
,*iii**:*~, *i : ! i . i:-iii::*.!i:
- 39. 230 D12 031 mo0. 234.
D16 00 1.1.101. 0238 D304 1A6l hlathe sesubmn to butcas t l hu bift:: s;13F4nI bhe (6) the sets fst-essv ýba (3treaýa b, his the topibltomm tan bott old" at~ mglu tteoily bmtim~bf tbend= (1 3 5).m t odd: abriuttrsin to the top at. me: slabi.
uinni
3-296-71
- d. Move scaffold to both sides of the evM numbered buttresses (2, 4, 6).
- e. Stress battom tendons on both sides of eah of these buttresses.
- f. Stress every other tendon uw both sides or the eve mmbered buttresses up to the botton of the nag V. iMoV scaffold to both side of the odd 1mb'ed buttresses (1,3 5,).
- h. Stress the remning tendms doaw both sodes of the odd numbered buttresses to the top of base slab.
- 1. Move scaffold to both sides of the n numbered buttresses (2,9 , 6)..
J. Stress the renaminig tendmas up both sides of the even mubered buttresses up to the bottan of the ring girder.
3:09.6 -.After tressing, the end anchrges end seoed Parots or, tie tendons shall be coated with the conr.ian-praotetim mm specified in iten 3:O7.3 and the protective md:cmp with .asket installed.
3:09.7 Prior to installing the protective end cap, the . tM I lMA Install the 5.O 'long unstressed vwie anveinea peeinm, supplied by the DViM . Mhis speclnm shall be installed in am end of every tendon and shall be completely conted with the corrosion-protecion mm specif"ied In Ites 3:0T.3.
3:09.8 The L shall develop docntatim records fbr the tendoa stressing. The records shball, u a mdls, reewd teeden aer, date of stressIng, predlcted wire elwtimn ati each stamesd end (to be supplied b the VUDM), ecl aýed e.*ion at each stressed end at lock-orf, Jack peams at lock-oft. Tbee records w be integrated with. t developed ai specifled In iten 3:08.T and shall be kept up to date. Copies of tboggp eod shall be-ftrwarded.to the .ON= and the. G . Prim. to stressig, the CO ACTRAM shal. forward to the O ed n the 1, for c ents and approval, smplesof his proposed records.
3:09.9 '7e CONMACTO shall develop uork-proeedures for smwing the tendons: and shall suhait tben to, the - the RM for approval before commencenent of the OIK.
nII-16
? V909 30 Tendon Conduit Dry Air Purneý:
3101 After colt o of stressing and .im"tallug the proteciv caps, the CONTRlACTO0R shall, pierfmm the followngW VMK I tMO 3:10.2 to 3:l0.k below. This shallbe cier e wthin seven (T) a. of tendon installation.
3*10.2 ... e CONTRACTO shall then dr .gn ..the td., colait with I
-2F dew point air at 50 paij an 100 F.Te acl h air- lines shall* be mode t* the protective *e , f*s. as. .
page *W be either a. recizculAition or total low mowtU d re.Ire.lation *: be m-de tbrob wjacent tenfim comikt. no
... .air purge of the conduit shba covLtm- uU the relative, huidity (R.9. at the di~schage end is 20%or 1m. 1 h aim air pressure duing My pase. of"the dry aOr. 01W shall be W0 4814.
U. reacingthis.
"Whim hwdity, pWgI ss u - thet i . .
sal.ed /..in.t ingress of air. m mm sealingp.
maintained in the conduit sAl be 10 psi..
3:10'.3 The MThACT0S. shallI develop docuentation -sewd hor the tendon. conduit dry air purging. The rec s shll, a- a m.* 13." ..
recd t"enon u aber. date. mieit M pm"e. 1rel/ative :
"". ?
' idity, and condait relative. huidity. The u. o"
".wa be ".
24 :kept up to date.-nd copies sAl be fm ' to te .a the 3:10. "a COM~ACTM shall develop wi-Oroceftizes hrW the tMnlA&
c~imdt dry air pre ost-dhe hm Skll he ualwtted to the o=and the miNm hr -
3:11 1lity control The. COUTRAL'TM shallI perfOrm the foll1OWing:
- 1. Develop d~otimentation hrw.ý mand emary out Inspectionof tendmns-andanchorage, compoents as tbeyme daliu rd to the job site.
2.. Develop written for_!cimiag and coating the wokpoeues inside of the conduit with.the .Carl p...,1H .tIn M.
eer, to item 3:.07. 1.
3 Delop written wrk-rociedre. hr -w.
installing theot R.efeir to -te 3:07.7 ad, 3:07-.10.
h.. Develop docuetation recards .fOr 0002it cenn ctgtendon .
installa-ti.n t-ater to item 3:06.7.
.. . Develop written work-pc r for button-heading the teo.
- i. "Refer to item 3:08.8.
M-17
m:"Y 3-296;
- 6. Develop docintation recards frcrthe tom SOMI6 sw slg tJkar to item 3:09.8.
T. Develop urittem wa! .L.. wi;i thetini frwr to litai 3:09.9.
th cambit.e3amm to 3:10.3 mt ar.Aaam V-uta-Is
.e1.
8"-909
.3-29-T1 I
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ual Examination olyf1iWL (VT-3C)
Grcsv Site/Unit: CR3 3- Procedure*: NAPD2 Outage No.*.: RFO154WWE
.- :.Summary/N0.: L1.ll;.010 Procedure Rev* - 2: Repo. l No.: V070
- ":"'"'wo " olcscoe" SnI
Wori( Order No: 681043; Page: 1 o.t Code: ASME 1992 Ed. Thru 92 Ad. Catiltem: L-AAL1.11 Location: EL 119 to:EL 267 6 DawvAing No.:: S-42002 . escription* Concrete Surface: . .
System-ID: .Concrete Containment Component ID: RBCN-0010.
Limitations: EXAMINED ALL ACCESSIBLE AREAS
'Resolution: 1t0th of an inch Surface Condition: As:Found visual EquipmreritlAids: Flashlight, 6 Scale, Binoculars, Tap! Measure,.Spotlight.
Inspected From: Outside Containment Gallery/Pits C Both i Light Meter Mfg:. GE Ughting Serial No.: . 6(i3375) Illumination: > 20Oftc Light Verification Times: CalInjl-- 0900 / 1200 / 1300 CalOut 1645 Visual Examination: Direct/Remote.
Vent System Or Containment Surfaces Coated Areas - Non-Coated Areas .Y See .e-Accept Reject N/A Comments Accept Reject W-N/A Comments lling 12) Reinforcing Bar Corrosi on
- 2) Ciacking - I - - 13) Rust Bleeding-
- 3) Delaminations -* - - " 14) Tendon Surface Cracking .
- 4) Honeycomb X. . 'i15) Et:lorescense . - -
"5) water In L1eakage X - - 6) Cosmetic Patch Bond - - -
- 6) Chemrical Leadhing 1 - - - 17)Voids - - A.
- 7) POpOUts " X . - - 18) Erosion A. - -
- 8) Deflectionh - 19) Pitting - - - -
- 9) Staining - - - 20), Abrasion_
1,0) Discoloration A - - 21) Segregation " "
- 11) Vibration Damage - 22) Other - A -
Comments:
RECORDING CRITERIA PER APPLICABILE PROCEDURE AND MEMO FROM P.E. DATED 9/4/01. THE FOLLOWING CHANGES TO.PREVIOUSLY IDENTIFIED CONDITIONS NOTED (SEE SUPPLEMENTAL REPORT).
Results: Accept L] Reject LI-. Eval Sd '/? , /p Percent Of Coverage Obtained:> 90%: N/A Reviewed Previous Data: Yes Examiner Leve64l - Signature Date Reviewer. !gnature, 6? 101301200=7' J.oe Le.se, PE Dat iKomarsn Berinard P.
[Examiner Level. II Sig ure Date Site Review na re ate ISonnier, Jaso1 B. Z1 0/30/2007 RickPortnann Other Level. I gnature Date ANII Review " Date LeBlanc, Marc.J- 1.030f2007. TomWyatt, AN'a
- SupplementalReport Report No VT-071 -1.06 Page:. 2 of 4 Summary No.: Li.1l.0010.
&1/4 Level: Ill Reviewer: Joe Lese, PE [)Date: J,"z.c7'7 Examiner Komara, Bernard P.
Examiner: Sonnier, Jason. 1. 5, Level: I/ Site Review: Rick Portmann (2. Date: j///7" Other: LeBlanc, Marc J. M. r Level: II ANII Review. Tom Wyatt, AN!I .ale:i Comments:
of cosmetic grout patch over previously Item #1 (Reference Page 1 - Condition 16): 2-1/2"L X 3" W X 1" Deep: Displacement existing popout. (See VT-IC Report VW-07-288)?
concrete. (See VT-IC Report VT-07-288).
item #2 (Reference Page 1 - Condition 22): Wood embedment in (See vr-iC Report VT-07-288).
Item #3 (Reference Page 1 - Condition 22): Nail embedment in concrete.
X <112" Deep (maximum): Cracking, deterioration of Item #4 (Reference Page I.- Condition 02. 16): 32'L X 3/4" W (maximum) cosmetic grout patch. (See VT-IC Report VT-07-288).
X 1/2" Deep (maximum): Cracking, deterioration of Item*#5 (Reference Page 1 -Condition 02, 16): -8'L X 1" W (maximum) cosmetic grout patch. (See VT-i C Report VT-07-288).
W X <1/2" Deep: Cracking, Item #6 (Reference.Page 1 - Condition 02, 16): 18"L X 3/16" W X <1/2" Deep and 12"L X 3/16" of two (2) cosmetic grout patch. (See VT-1C Report VT-07-288).
detedotation' VT-07-288).
Item #7 (Reference Page 1 - Condition 22): Other (Exposed tie wire in concrete). (See VT-IC Report Cracking, deterioration of two (2) cosmetic grout Item #8 (Reference Page 1 - Condition 02, 16): 16'L X 3116" W X <1/2". Deep:
patches. (See VT-1C Report VT-07-280).'
(See VTr-IC Report VT-07-288).
Item #9 (Reference Page 1 - Condition 22): Nail embedment in concrete.
3W16" Deep (maximum): Delamination. (See VT-IC Item #10 (Reference Page 1 - Condition 03): 30"L X 8"W (maximum) X Report VT-07-28).
Cracking, deterioration of two (2) cosmetic grout Item #11 (Reference Page 1 -ýCondition 02, 16): 12"L X 3/16" W X <1/2" Deep:
patches. (See VT-i C Report VT-07-288).
Supplemental Report No.. VT-07 10 rReport 4 Pago: 3 ot e
Summary No.: L.1l10Q10 Reviewer: Joe Lese PEae Level: III P. Aple Examiner: Kmara, Bernard Date:
Level:ý II Site Review: Rick Portmen*'i.-I/a Examiner: Sonnier, Jason8. J*'S Date-acJ.
o4 Level" I ANt4 Review: Tom Wyatt, ANtI Other- LeBlanc, Commentsi VT-IC Report VT-07-288)
Page 1 *-Condition 22): Exposed tie wires in concrete. (See Item #12 (Reference VT (maximum): Spall. (See VT'1C Report Page 1 - Condition 01): 12%L X 18" W (maximum) 9 1V.Deep Item 913:(Reference and 14ML X 1/2" W r 02, 16): 24"L X tl2":W (maximum) X <1/2"Deep (maximum);r of three Condition Item 614 (Reference Page 1 - Deep (maximum): Cracking, deterioration X <1127 Deep (maximum); and 18"L X 1/2" W (maximum) X <112" (maximum) Report VT;07-288).
(3) cosmetic grout patches. (See VT-iC deterioration of cosmetic grout patches.
Page 1 -, Condition 02,16): 12"L X 314" W X 1/2" Deep: Cracking, item ,15 (Reference (See VT-1 C Report VT-07-288).
(See VT-lC Report VT-07-288).
22): Wood embedment in concrete.
Item #16 .(Reference Page 1 - Condition (See VT-IC Report VT-07-288).
Page 1 - Condition 22): Wood embedment in concrete.
Item #17(Reference concrete. (See VT-IC Report VT-07.288).
(Reference Page 1 - Condition 22)' Nail and metal embedment in Item 018 (See VT-1C Report VT-07-288).
22): Nail embedment in concrete.
Item #19.(Reference Page 1 - Condition Deep (maximum); and 18"L X 1" W
- 1 - Condition 02, 16): 12"L X 5/8" W (maximum)X <1/2" of cosmetic Item #20 (Reference Page Deep (maximum): Cracking, deterioration X.314" Deep (maximum); and 81 X 112" W (maximum) X 1/2" (maximum)
(See VT-IC Report VT-07-288).
grout patches. (three (3) areas).
Report VT-07-288)..
02): 12"L X 1116" W X <1/32" Deep: Crack. (See:VT-IC
- Condition temn #21 (Reference Page 1 (See VT-IC Report VT.07-288).
22): Exposed tie wires in concrete.
item #22 .(Reference Page 1 - Condition VT.07-.
(maximum): Spall. (See VT-IC Report Page 11- Condition 01): 10,L X 2" W (maximum) X 1/2" Deep Item #23 (Reference 288).
(See VT-IC Report VT-07-268).
22): Exposed tie wires in concrete..
Item #24 (Reference Page 1 .- Condition 09): Staining. (See VT-I C Report VT-07-288).
Item #25 (Reference Page 1 - Condition (See VT-1 C Report VT-07-248).
(Reference Page 1- Condition 22): Embedded boxes in concrete.
Item #26 Inaccessible Areas:
outside parameters for VT-3C/VT- C Buttress #5: Area behind vent duct
?(
Supplemental Report (11 6eneiai'o:
Report No.: VT-07-106 Page: 4 of 4 Summary No.: LU.11.6010
'SkWchor Photo: :LýEnginieeruiVToch ServicesUSiIW.E &IWLkPhotos\2OO7 RIS IWI Pholos\RBCN.OO 1O jpg PLANT LO~
VENT LADDER
- 8EMBED WEMBE I SIPICAT "P.AE .PLATE 24W TYPICAL V, BUfTTRSS #4 BUTTRESS 05
.INd
c~G nwdar-GQ0i,aw Visual Examination of IWL (VT-3C)
Site/Unit: CR3 I 3 Procedure:.. NAP-02 Outage No.: RFO154IWE Summary. No.:: L1.100i5 Procdure Rev;. : : 2. Repeal No.: VT-07-.I 11,:
work 1s " Work O rde srNo .: 681 043 Page: 1. of. 4.
Code:: ASME 1992 Ed. Thru 92 Ad. Cal.Atem:' L-A/L1.11 .Location: EL 11w to EL 26T 6" Drawing o:42
Description:
Concrete surface--
.System ID: Concrete Containment Component ID: RBCN-0015 Umitatio's: : EXAMINED ALL ACCESSIBLE AREAS ReSolUtion: 1/10th of an inch" Surface Condition:As Found Visual Equipment/Aids:. Flashlight, 6 Scale, Binoculars, Tape Measure, Spotlight.
Inspected From: outside Containment ( - Gallery/Pits 0, Both "
Serial No.: 0699 (T1-3375) llumination: > 200ftc Ught Meter Mfg.: GE Lighting.
Light Verification Times: Cal In*R) 0830( / 1205 1300 Cal Out ] 164, Visual Examinaton: Direct/Remote Vent System Or Containment Surfaces Coated Areas -
See. Non-Coated Areas, JSee see Accept Reject N/A Comments Accept., Reject N/A Comments
- 1) Spelling -" X . -. 12) Reinforcing Bar Corrosion I !
2)Cracking - Ru3)RUSt Bleeding . .
- 3) Delaminations - - 14) Tendon Surface Cracking X I 1 .
- 4) Honeycomb _ . __ __ 15) Efflorescense .X _ - -
- 5) Water In Leakage 3( - 16) CosmeticPalch Bond --
- 6) Chemical Leachling I 17) Voids X - i -
- 7) popouts i 18) Erosion X - .
- 8) Deflection 19) 1- Pitting X
- 9) Staining X i 20) Abrasion : X - -
- 10) Discoloration -X - 21) Segregation X
- 11) Vibration Damage A. - .. - 22) Other. - I Comments RECORDING CRITERIA PER APPLICABLE PROCEDURE AND MEMO FROM P.E. DATED 9/4)01. THEFOLLOWING CHANGES TO PREVIOUSLY IDENTIFIED.CONDITIONS NOTED (SEE SUPPLEMENTAL REPORT)
Results: Accept [E Rejecd [] Eval V .. (p 0/0
'.24 Percent Of Coverage Obtained > 90%: - N/A Reviewed Previous Data: Yes Examiner Level Ill Signature Date Reviewer ignature. . Date Komara, BernardPL P.L, /13,07 Joe Lese, PE .
Examiner Level II Signature " -Date Site Review .,na ure *Date LeBlanc, Marc J . 11/13/2007 Rick Portmann QJ "'. . j [ 4 Other Level S'i ature Date ANII Review, "..-C.,7re Date Bennett. Chades-T.113,2007 TomWyatt, ANii/ii
Nudea :Supplemental Report Repon No..: T-07-11I Page: 2 of 4 Summary No.: L.101 Exam3ner komara, Bernard c P. 3dtOl Level: Il enn R oetewe xpose, PE WDate: : L Examiner: LeBlacc, Marc _J. ,'d n2t Level:% 11 Site:Review Rick Portm-an 2)n Da"te:
Other #ennettý Charles T. Level, AeNII Rev Tonm Wyatt, roslo t.ew v a tep Commertts: ::..... ....
hem #I (Reference Page 1 - Condition 101): 9"LX 6" W (emaimum) X/ 1/2 Deep (maximuM): Spal. (SeeRVT-IC Report VT-"?-
item #2 (Reference Page. 1 -Condition 12, 22): Re inforcing bar corroslon. Other - Wood emb edment nal in concrete, embedmnT-.c in ncrete., (See VT C Report .- VT..7-289).
Item 03 (Reference PageL 1- Condition 22): Other HNail embedment in concrete, expoased te wire in concrete (See VT-I C Repor T0-8)
Item i4 (Re~evYnce"Page. 1- Condition 12): Reiniorcing bar corros iCor.(See VT-1C Rprt n-.07-2$9).
Item #5 (ReferencPage I1 Condition 12): Reinforcing bar corrosion.:(See V-iC Repot (VT-07-289) L
. #6 (Reference P.age :.1-CoAndition A . ,m. 22):SOther Nail embedment In concrete, metal corrosion. (See VT-IeC Report l :
- tem#4 (Referenc Page 1- Condition 22): Other - Nail embedment InICReport V-07-289).
Item #1 (Refernce Page .1 Cnditlon 09)n7,22L)g2"(Diamet)erX 12 (maximum):
RDepot wood
- oo embedment in concrete.
(Seem (RC VT-07-289).)
nReport Item #9 (Re*erence Page 1 - Condition 22)::Other - Nail embedment In concretemetal corrosion. (See VT-IC Repor VT 269).
item.9107(Reference Page 1 C:ondition 09): Sjaining (rUM) (See 4V-IC Report VT-07-289)-
Item #1I (Refernnce Page I*1-Condition 1,6): M X 1-In" W Maximum) X I/n" Deep (maximus*m) Sp anh o X 1"sW rL Imn.Mmum),X 112"0. Dee -p,(maxilmum)Spall; an .d Embedded boxes In. concrete; and hall embedmient in concrete. (SeeIVT-.I CI Report VT4-67489).
item.#12 (Reference aPge1 02): 40"IL X 5/.8 W X Deep ing. (See t1/2 VT-iC ReportVT-07-289.
Item #13j (Reference Page 1 - Cond ition 09):'Staining (rust). (See VT-ic Report W4-7-289).
hm#4(Refernce Page 1 Condition 02): 24"L X 1/8" W X -0/2" Deep: CrcIng. (See VT-ILC.Report VT-07-289)
Item #15 (Refeec Pae %-Condition 22): Other,-Nail an tie wire embedment in concrete. (See VT-IC Report VT-07-289).
item #16,(Reference Page 1 -Condition 22)- Other -woebdm tinconcrete. (See. VT-CRpr V-7-8)
AtIem.017 (Reference Page I -. Conditio 09:Saning (rust). (See VT-iC Report VT-07-289).L item 418 01Referenpe Page 1 -Conditio Ln16): 14%L X 2-1/4" W X 1/2' Deep: Displacement of cosmIetic grout p'at.ch over1previously.
existing spAi..(See V.T-C Report VT-07-289).
Item #i9 (eference Page 1 _-Condition 1): 9-1/2 'L X 3" W X 2-1/2" Deep Spall. (See VT-IC Repor VT-07-289 .
Supplmental Report Report No.: VT.07-t I Page: 3 o0f 4.
Summaly No.: Ll.M11.O1 Examiner: Komara, Bernard P. 4 *i6 Level: III. Reviewer: .Joe: Les PE a; Date;:
- Examiner. LeBlane,l Mafc* S.,* Lee: U Site Reviewick Porlann Date:Ric harls T.Level:
OtherBenntt, It' ANIf Review: TomWatAiDt:
Comments:
. : Item920 :(Reference Page 1 - Condition I) I12"L X 6"V W X 5/8"D : Spall.(See vTriCReport VT-07,289).
" Item#21 (Reference Page I .Condton ): 6" X 6" w x 5/8",Deep: Spall. (See VT- CReport VT-07-289).
Item i22 (Reference Page1 - Condition 1): 8"L x 4 X 1" Deep: Spai., (See VT-1C Report.VT-07-289).
Item 123 (Reference Page 1 - Condition 1):i "L X 8! W X 3/4" Deep: Spell.:(See VT-IC Report VT-07-289).
item #24 (Reference Page 1 - Conditidn 22): Other - wood embedment In concrete. (See VT-IC Report VT-07-289).
Item m25 (Reference Page 1* ondtlon 0.9):.Staining (vust). (See VTC Repoit VT47728,)
item #26 (Reference Page 1 - Cond ti0n 09).:Stainlng'(rust). (See VT-AC Report VT407-289).-
item #27 (Reference Page I - Condition 1, 16): 301' X 4 :W XAW Deep: Spall; displacement of cosmetic grout patch over:
previously existing spall. (See VT-IIC Report Vt-47-289).
Item #28 (Reference*Page 1 - Condition 02):72L X 3/16" W X 118" Deep: Cracking. (See VT-IC Report_ VT07-289).
Item M29 (Reference Page 1 - Condition .07):-1" .Diameter X 1/2" Deep (maximum): Popoqt. (See VT-IC Report vT*7ý2819).
Item #30 (Reference Page 1 - Condition 4, 22): 6tL X 2" WX %"Deep: Honeycombfcold Joint area with wire embedment (See VT-Ic: Report IFT.07.-28 12), StaIning Item #3i (Reference Page I - Condition 02., 0.9): Cracking (continuation of Intermittent condition described in Item (rust). (See VT-iC Report VT-07-289)"
Item #32 (Reference Page 1 - Condition 12, 16): Reinforcing bar corrosion; displacement of cosmetic grout. patch over f prevously existing. spa)). (See YT- C Report V1-007-2)
Item #33 (Reference Page .1:-Condtlon 09,,22): Staining (rust). Other -elastomer separatiomn. (See VT-i!CR.epo.rt VT..-89)..
item #34 (Reference Page I -ConditJin 16): 2!" L X %" W: Displacement of cosmetic groutrpatch over previously existing-spall.
(See VT-IC Report VT..07-289).
patch over Item #35 (Reference Page 1- Condit[on ! 16): 4"L X-6".W XV% Deep: Spall; displacement of cosmetic grout previously existing spall. (See VT-ICReport VT._7-229)69) item #36 (Reference Page I - Condition 1):W8L X:4" W X 171f2" Deep: Spall. (See VT-iC Report VT-07-289).
Item #37 (Reference Page 1. Condition.09): StalnIng.l(See VT-iC ReportVT.07-289).
noe-ssblbe Areas:,::
Nopne0
(
Supplemental Report
- ..-=
iI l 4 G!OLerJ No.:
R eport,.,*, V'T-07-11 "
Page: .4 of 4 Summary No.: Li.11.0015 SKetch o .Photo: L::Engineeing\Tech Serv IS I WE &IL\Photos\207 RRI5.WL PhotoýRBCN-O015 jpg I I*
I 2W low BUTTRESS #3 It BUTTRESS 94 DOME TENDON
- .I
- . .. ::**:"", : .l ". 0,0 nil .* IFOR ., * . LOCATION I _
_________....._____________I_
SEE DI.S. S TYPCAL
4>
POO`, I~STRCTIMTOw RIU Item TI~tleba 1:01 Invitatios 1-3 1:02 Submisajle' of ProPoslsz 1-2 1:03 IEvaluetima of Proposals -
4 iOi&Insuragwe Requiresefzto 1-3 1:05 Performane and ftyment, lad 1-3
.1:06 Contract Forms and Certificates 1-.3 1:07 Acceptance of Proposals Ii 1:08 Awards to Bidders and Papeent I-1:09ý Shippi x~ Informat ion Ii 0 1"t
1:01 Invitation Proposals are requested by the Florida Power Corporation for the eIipyent, materials, and related WMK. set forth in the attached Specification, which will be incorporated in the Crystal River Plant Unit 3, located approximately five miles northwest of Crystal River, Florida.
- i 1:02 Ooahssion of Proposals 1:.0l. Original and five copies of the, Proposal stallI be submitted In quad-ruplicate and shall be transmitted to:
Florida Poer Corporation P. 0. Box IMo2 St. Petersburg, Florida 33T33 Attention: Mr. C. H. Thpson Purchasing Afent 1:02.2 Proposals must be received by Florida Power Corporation or post marked prior to tvelve noon 1:02.3 Bidders shall furnish with their Proposals all drawings, catalog data.
and other supplementary information necessary to describe tborcaghly the materials and equipment covered by their Proposal.
1-2.b bc Bidder shall suhbit with his Proposal the nme of the mufacturer and the type or model of each principal item of the eaipent a material he proposes to furnish. Be ll also submit drawings and eeriptive matter which will show general arrange t and diensians, appearance, principle of operation, and extent of faetory assemby.
1:02.5 If the equiment cannot be shipped copletely fsctmory assembled, DIMers shall include with their Proposal the mr, dimensions, and weight of each shipping unit and the amont of field work required to assemble the equipment ecpletely.
1:2.6 Te successful bidder may be required to furnish a service repesent-ative to work with Florida Power Corporation's peronnel during the initial operation of the equipment. Te services of this represent-ative shall be outlined in the Proposal and the per dim charges stated separately.
1:02.7 One copy of provisional recoendations for spare parts shall be furnished with each Proposal.
I
1:02.8 Each Bidder shall include in his Proposal the cost of furnishing one c lete set of all special tools, suitably packed and all in first class condition, which my be required for nainteane of the equipment covered by the Proposal.
1: 0.9 The price stated in the Proposal shall inclide all tams and licenses vhich might lawfully be assessed, on the date of the Proposal, aginst Florida Powr Corporation or the Bidder in connection with the proposed WORK. Z=etion:
- 1. If the price stated in the Proposal is for the furnishivS of materials and/or equient only and does not inbie field labor for erection and/or instsllation do not inclzds Florida State Sales Taz In the bid. lorida Power Coxpors-Mton will pay such tax direct to the State of Florida.
4 2. If the price includes erection and/or iuntallation labor to be performed at the Job site, the Florida State Sales and
.Use ax nust be paid by the Bidder on the cost of the msaterials and supplies frnished. The Bidder mrded the Contract for thIs VMR sha.ll be responsible for the paent of this tax to the State of Florida and should take this i aco
=-1o ntu his bid price-1:02.0 Me Bidders shall state in their Proposals that the laterlaU and/or equipnt will meet the Specifications as set forth herein.
any eeptions to the Specifications set fbrth herein dshll be stated clearly in the Bidders' Proposals.
1:02.11 Bidders shall state in their Pxoposatl e coaete term of thear urru ty applicable to te materiaU and/or eqd t tey propose 9 to furnish under this Specification, mod the term of extension of the wrranty in the event of repair or repl t being required.
1:42.12 Bidders shell also state in their Proposals the exent of their Wununtees for the performnce of the eqwipuat offered and for correction of It which full to meet the arranty.
1:02.13 Boyaltie and fees for patents covering matials articles, ima, devices or equipmnt used In the M1r sonl be Included in th Contemet price.
1:02.111 fe Bidders shall not lnclude *n their Proposals the costs of lnsurmnce for equlpment subsequent to receipt by the G on the Job site.
1:N.15 The labor rates of this VNK shall be excuted under the rk conditions and vW rates established by the applicable collective bargining goup having Ju ton over the area, and shall be performd in accordance with the safety relations of the Florlds Industrial Comission.
1-2
1:02.16 Bidders are advised that, due to the seope of this construct.on project, certain materials and eojdpment are required, of necessity, to be dellvered considerably in advance of the actual ciorcial operation of the equi*ent. It Is presently anticipated that actual meaerclal use, other than prellmie ry testing, of th intrial or equipet v11i not cemence until Seqtber, 1972. Bidders ar requested to tehi this into consideration In settig forIth their uarnty and garantee term.
1:02.17 Bidders shall set forth in their Proposals the terns of inoma npmt to their cmpany or industry, Incll*Sig cash aud/or traf fecosuts alloved, Itf any. Transportation CAr-ges shll be Inaied V-shipping point with full, ffejt allad to 4astInation.
1:03 IRsiustin Of Proposals 1:03.1 Bidders' ability to satisfy the oft theIr capaility to perfora the VOW vithin the scheduled dates set forth beraen will be a basic cM1deatXion in evaluating the Pteposas.
1:03.2 It she"l be understood that the evislation of Pxiposals receaied in accordance vith these Instructions to Bidders and the attacbed SpecLfictlon vill be conducted solely by Florld Foer Corpoatio.
1:04 Insurnce Requirements Flarlds Ibmr Corporation Contract Iuns *e re m set forth in parsamphs 5 and 6 of Contract Form MB-.T (caio attached).
Te successful bidder shall caspI with theae =V- prior to perfrana an W= specified herein.
1:05 Ferfmu-e and Payment Bond Bidders ame advised that a Perfomece s*d Pment Bond my be rweu'red tfro the successful bider. The cost ot such 1buinee and Payment Bond is to be set forth as a separate it In the Prposal.
In the event Florida Foar Corporatio elects not to reqtire a Performnce and Payment Bond, 10 percent of avs peach pa-1 It, if any, will be vWthheld wxi copJlan and aceptane of all 3MK and recept of CoCn ¶ 'S Affidavit (aom attc) prodp rlw ecuted in duplicate.
1:06 Contract Forms and Certificates 1:06.1 e following documents will be J printptda or referenced by the Contract avarded to the successful bidderz.
- 1. Contract Form - CD-17-A.
1-3
- 2. Contractor's Affidavit - CI)-28-A, B, or C.
- 3. Insurance Certlfic*te - CD-1T-C.
SIi 1:06.2 Copies of these documents are attached herevith; and Bidders shall thoroughlY familiarize tbmelres with all of the terms, conditions and instructions contaimed therein prior to submitting their Proposal.
1:07 Acceptance of Proposals Florida Pbwr Corporation reserves the right to accept or reject any or all Proposals.
1:06 Awards to Bidders and Psaent Florida Powe Corporatiou will issue all purchase orders and make pment for the m-terials and/or equient purchased.
1:09 Shitming Information Bidders are advised that the shipuents may be made to the plant site by the follving carriers. All shipments shall be consigned to Florida Power Coriaration, Crystal River Plant Unit No. 3:
Vi Railroad: Seaboard Coast Line (SCL) delivering carrier: Carload shipments only -
destination station Red Level Junctain, Florida. L.C.L. Shipments - destinatidan station Crystal River, oriwtda.
Via ck Lines Comercial Carriers - destination Red level, Florida.
1ater rvasportati~a: A 15 foot deep barge chnl has been dredged from the Gulf of Mlexico to the plant site. Contact Floida Power Corporaton for particulars if barge delivery is cteplate.
Parcel Post: P. 0. Box 276, Crystal River, Foda 3a*
. 1. 11 . "b i.1, S*CION IX GROMAL COIDITIO itemTil 2:01 Scope U-2
~ 2:02 Deftniticu Mli 2:03 Equint and Material to be Bunl 1W te C*tret 11-i 2:04 Codes and Standards 11-2 2:05 Laws and Regulations 1-2 2:06 bgineering Data, Sbop and RrectIem Djawiugs 12-2 2:07 Instruction Nanuals 11-3 2:08 Recenmded Spare Parts r114 2:09 Design m Mand ilfttuwift Prow=
2:10 Naufactu-ing an-ore 11.4 n2:1 Bill of Naterial 114 2:12 Nnufacture and Inspection of iuipmt x1-5 2:13 Shpjent of Conpeted Work 1"-6 2:1. Special Tools 1-6 2:1A
- . Protection During Shipmet and StcaW 2:16 Shipping Notices 11-7 2:1T PMtets 1-2:18 Coaf~leta l
2:01
?hase General Conditions are applicable to equipmet. material and related VWE which vini be Incorporated in the new addition to Florida Power Corporation's Crystal Rive Plant.
2:02 VDefitions It shall be understood that the following terms an used In the Speifications shall have the meaning herein given:
- 1. 0"=OER shall mean the FIRIDhA COPO TICI.
- 2. "M ]" shall mean GMUT A*SSCIAM, INC. , Consulting D411neers.
- 3. "CONT*ACTOR" shall mesa the successful bidder for the =K who viii undertake the performance of the WK required by the contract.
- 4. UW' shall mean labor, services, materials ant equipmet as set forth In the C(OTRACT DOaD.
- 5. %CrSMACT' DOCtIIMGTM shall mean all Drawlng, SeifIcations a Addenda thereto as prepared and issued bW the 0LIM, the IwItation to Bid, the CORUACT 'S Proposal, and mintufkem'e's Drawings am approved by the WGINE , all of ibleh re part of the CONMCE 'S Contract with the ' F . Thse COWRACt DOCUt3 are coplemetary and wht is called for by any me of thn shall be as binding as if called for by all. Any conflicts In the *ACT DOCU M hall be resolved by the oI.
- 6. "BM- sheal1 mean equal as app*rved by the U or the u.
2:03 ytipnt mad Materials to be Salled bk the Contractor All equit*mnt and materials furnished under these Specifications shall be -maufactured within the continental limits of the United States of Aerica.
17-1
2:04 Codes and Standards Unless specified otherwise herein, equipment and materials MINI comply with all governing regulations and with the applicable Sta-ard specifications and codes of WAS, ASMo, hAl, ICA, SMU 1=,
I=, UL, and other such regulw published and accepted standards.
The regulation, specification ar code applied In each case shell be the latest version of such reulation or standard adopted and published at the date of taking bids. Am conflict betueea standards soell be referred to the OMn who vlln determine uhlcb standard shall *oaesn.
2:05 and ReaultIcas All equipment and WRK shall be in accordance wlth the laWM or the Btate of Florida and the Rules of the Florlda Industrial COislon.
2:06 BnIneerinm Data. Shop and Erection Drawinas 2:06.1 Upon Award of a Contract, e*gineering data covering all equI/ent and fabricated materials to be furnished shall be submitted promptly by the CONTRACTOR for approval.
2:0o6.2 The CONTRACTOR shall subtit 2 sepia copies and 2 prints of Preliminary drawings and necessary data for approval, to the UGIUW
- at the adress below:
Glber Associates, Inc.
Comsultin Engineers 525 lancaster Avin Reading. Pennsylvania 19603 Attention: Mr. Z. R. Hottenstein Project *oaser 2:06.3 Thse drawings shiall be suff icient and complete far system design purposes and for use in designin associated systes.
2:0o6.4 For final approval, the CONTRAC208 shall submit 2 sepia copies and 2 prints of drawings and necessary data for approval to the IDUM.
2:06.5 On each drawing sumlission (original. revisions, and final) the (IARACT(R shall send one copy of each drawing and data direct to:
Florid Power Corporstion P. 0. Box 114012 St. Pltersburg, Flarifa 33133 Attention: Mr. V. 0. xWy Manager - Power Hineeriag 11-2
I 2:06.6 These drawings shall be safficient and complete for adequate erection, operation, and maintenance of the equipment. The engineering data shall include dravings and descriptive information in sufficient detail to shw the kind, size, arrangement, and operation of coanoeat moterials and devices; the external connections, anchorages , nd supports ireqire; performance characteristics; and dimensions needed for installatiom and correlation with other materials and equipment. Data wuahitted sehall include all required piping arrangement drawings, des4g aalcu-lations, pneumatic control stim scbhemtic dIao, detailed drag and data for structural systems, and comlete power and control @Vfrut logic diagsý, sehematics, and wiring diagrams.
2:06.7 So WORK shall be performed in connection with the fabrication or manufacture of moterials and equ/imnt, nor shall any accessory or appurtenance be purchased until the drawings and data therefore haw been approved, exeept at the COBISACY0'S oui risk snd responsibuity.
2:06.8 fteeptions to item 2:06.7 shall be by agreement with the (ER1.
2:07 Instruction Manuals 2:07.1 The CONTRACTO shall farnish eleven conplete and final copies of instruction man-ls not later than 60 days prior to shipment of the equipment. Ten copies shall be mat to:
Florida Power Corpoamtu P.O. am 102 St. Petersburg,. FIria 33T33 Attention: Mr. W. 0. YAy Manager - Power DwinewIng One copy shall be sent to:
Gilbert Associates, Inc.
Consulting Eogineers 525 lancaster Avenue Reaing. Pennsylvania 19603 Attention: Mr. E. . Dottenstein Project Manager 2:07.2 The instruction inanals shall cover complete installation, operating and cmintenance Instructions, drauings, and parts lists for each iten of equipment fzrnished.
P II-3
M 2:07.3 The instruction manuals shall be bound with covers suitable for rough usage. The front covers shall be stamped with lettering indicating the OUNER'S name, unit number, ne of power plant, location of power plant, name of equipment, basic capacity rating of equipment, and name of manufacturer.
2:08 Recmended Spare Parts The list of recomended spare parts, with the price of each such item, and a schedule of required lubricants, as recmded ty the manufacturer of each item of equipment, shall be Included In the instruction manuals.
2:09 Design and Manufacturing Program 2:09.1 The manufacturer's design engineer shall be prepared to visit the office of the OWNER or the EIRG for design coerenee at sueh times as are required to expedite the handling of engineering mtters.
2:09.2 The Contract program will be controlled by CPN diagrams, and the CMTACTO shall provide all necessary Information requested ky the OWNER or the ENGI EF for compilation of these. In general., infar-mation required will include drawing schedules, purchasing schedules for major equipment items, and delivery dates.
2:10 Manufacturing Errors Equipment and materials shall be cplete in all respects within the limits herein outlined. All manufaeturing errors or mlssions re-quired to be corrected in the field shall be perfaed 1w the (XTICM at his expense; or if done by the OWNER, the cost of same shall be borne by the CGMCTOI*.
2:11 Dil of Material 2:11.1 The COURMCTO shall prepare a Bill of Naterial cowering all material and equipment furnished under this Specification. The Bill of MateRial shall be submitted in a preliminary form with the pweliminary drawing subsission and be finalized apperinately t'm weeks before the scheduled arrival time of the first shipment. The Bill of Material shall be itemized in sufficient detail to permit an accurate determination of the caqpletion of shipment of the material and eodplent furnished under these Specifications.
2:11.2 The mAiling address for the finalized Bill of Material is:
Florida Power Corporation Crystal River Plant Unit No. 3 P. o. Box 276 Crystal River. Florida 32629 Attention: Mr. H. L. Bennett Construction Manager 2:1*.3 All items of equipment delivered to site shall be morked adequately to allow identification from the Bill or Material.
2:1.1.4 If the equipment is to be shipped in sections, with accessories or appurtenances detached, or otherwise not. completely factory asembled, the extent of assembly shall be in accordance with the Informtion submitted with the Proposal regarding the nmber, dimsenions and weight of each section, accessory or appartenance, and the smount of field WORK required to completely assemble the equipment.
2:11.5 Suitable labels shall be affixed to all pre-assembled/pre-fabricated parts.
2:12 Manufacture and Inspection of Equipment 2:12.1 The CONTRACTOR shall advise the O of all his major subcontractors before orders are placed, and he shall not place orders with any subcontractor until approval of the OER has been obtained. ?be CONTRACTOR shall indicate vhere the equipment will be fabricated, and the OWNER and/or Its representative shall have the right to inspect all manufacturing facilities before approving the subcon-tractor.
2:12.2 The OWNER and/or its representative reserves the right to inspect fully all phases of manufacture of the equipment Incladed in the Contract. Any item found to be unsatisfactory shall be replaced or repaired at no.cost to the OWNER. Any inspection by the OlWNER and/or its representative shall not relieve the C(Z'IRACTU( of his responsibility for conforming to the stated conditions and shall not be considered a waiver of warranty or other rights. No repairs or changes in excess of original Specifications or applicable codes, if requested by the inspector, shall be made without the approval of the OER.
2:12.3 All shop tests required for certification and proof that the equip-ment conforms to all applicable codes and standards shall be made at the expense of the CONTRACTO. Any additional tests required by the OINER and/or its representative shall be at O(NER'S expense with price to be negotiated for each individual case.
2:12.4 All parts of the equipment shall be protected against dmage or corrosion during and following any tests.
11-5
2:12.5 The OWNZH and the DIGIIEER shall have the right of rewesentatlon at all shop tests, and they shall be notified at least one (1) week in advance of all shop tests and inspection.
2:12.6 One (1) properly identified copy of the CONTRACTRI'S melding procedures, and other special fabrication data for the equipment, shall be sub-mitted to the ENGI EEI for reviev and approval, and three (3) copies shall be sent to the OWNER.
2:12.T One (1) certified copy of all shop test data for the equipment, prop-erly identified, shall be forarded to the BINEM far acceptance, and three (3) copies shall be sent to the OWNR.
2:13 Shipment of Completed Work All equipment shall be shipped completely factory asaenbled, except when the physical size, arragment or configuration of the equipment or shipping and handling limitations make the shipment of completely assembled equipment impracticable.
2:1)4 Special Tools 2:14.1 The COfFIRACTOM shall furnish one complete set of all special tools, all in first class condition, whieh will be required for maintenance of the equipment covered by the Contract. Mentification of all tools by name and number shall be provided, and this mIshe shall appear on drawings and instructions to Indicate the application of the tools furnished and to permit ordering replacements.
2:14.2 The tools shall be shipped in a separate, heavily constructed, wooden box or boxes provided with hinged covers and padlock clasps. The boxes shall be marked with a large painted legend as follows:
Florida Power Corp. - Crystal River Unit No. 3 Maintenance Tools - (Name of equipment) 2:15 Protection During Shipment and Storage 2:15.1 Except as specified otherwise herein, exposed iron and steel aawfaces of all equipment shall be given one coat of priner paint before ship-ment of the equipment to the Job site. Before application of paint, all surfaces shall be free of rust, scale, ba'icanta , molsture, and other substances. Surfaces prepared for field welding shall be left unpainted for a distance of two inches frow the weld. These surfaces shall be given a protective film of oil or other easily removed =
terial to prevent rusting before erection.
--11-6
2:15.2 The COMACTOR will be advised of the acceptable prie paint for exposed carbon steel surfaces of equipment and material to be in-stalled inside the reactor building.
2:15.3 All exposed carbon steel surfaces of all other equipment shall be painted with zinc chromate pigm*nt, rust Inhibitive, metal prlmer paint recomended by the paint manufacturer for the service intended, and for application to metals prepared for painting by vire brushing.
Paint shall be applied in accordance with the paint manufacturer's recomendations.
2:15.4 Machined surfaces such as shafts, pins, bushings, shaft couplings, amid other similar parts whose operation wuuld be inafred by painting shall not be painted. These surfaces shall be protected by application of an easily removable rust preventative ompound.
2:15.5 Plastics, corrosion-resistant metals such as aliminum, brass, bronz*,
or stainless steel, and chrome plate or galvanized surfaces shall not be painted.
2:15.6 Each piece of equipment shall be cleaned thoroughly and dried prior to shipment. Equipment made of carbon steel shall contain adequate bags of silica-gel or approved equivalent desiccant to maintain a dev point of 40 F. Desiccant begs shall be securely anchored within the equipment.
All openings of all equipment shall be closed prior to shipment with an easy to remove plug of suitable material.
2:15.7 AUl equipment and accessory items dsall be suitably lboed, crated, wrapped, or covered to the extent practicable, to prevent entrance of dirt or moisture and to prevent accidental damage during shipment to the Job site and during outdoor storage at the Job site. Where necessary, a desiccant shall be included within the packing enclosure of items sensitive to changes in humidity.
2:15.8 All accessory items shall be shipped with the equiplent. Boxes and crates containing accessory items shall be marked so that they are iden-tified with the main equipment. The contents of the boxes and crates shall also be indicated.
2:16 Shi*inag Notices 2:16.1 The CONTRACTOR shall provide two copies of a shipping notice describ-ing each shipment of material or equipment. The shipping notice shall be mailed on a schedule so that the notice will arrive approximately three days ahead of the estimated arrival time of the shipment.
II-T
2:16.2 The shipping notice shall be identified with the OWNERIS name,
. purchase order number, and name of the item of equipment or material.
2:16.3 The mailing address for the shipping natice is:
Florida Paver Corporation Crystal River Plant Unit No. 3 P. 0. Boz 276 Crystal River, Florida 32629 Attention: Wb. N. L. Benmett Construction Manaer 2:17 Patents The CONTRACTOR shall satisfy all demsnd that ma be made at U time for royalties and fees, and he shall be liable for an damages or claim for patent infra In t. The COMIRC2 shall, at his ovn expense, defend all suits ar proceedings that w, be instituted against the OWNE for Infringement or alleged in-fringement of any patents involved in the UM, and, in the case of an award of damages, the CONTRACTC shall pa such ward.
2:18 Conflicts In the event of discrepancies betueen the detailed t of this Specification and those of the General Condtitons, the de-tailed requirements shall prevail.
11-8
3 Ti DITAIINDBEX~rAI 3:01 Seope of Ubrk r-3:02 Deflnitions fIrr2 3:03 lrMateriau., end N'juipmet -=t Imlinaa In so%*
or Work M1-2 3:01. General ITaftwmtioa and Bwb uw int M1-3 3:05 Codes and Ofammals rn-4 3:06 W.-Site Reecipt, Storage. nading Dfte. Mn-4 3:0? Tenadon Instalat ion n-p3:08 Button-beaiiag M1-9 3:09 Tiendo Stressing 113 3:10 Tendon Coajniut Dry Air ?urg*111 3:11 ~aality control rn-it
-j
2~IA1W 3-29--71 hmet I1of1 (2~J hpd 3, 197-4 U~ut i - I*U srmvzmgg MY0 !BMde JImntation 3:07.0 Deflte dofirt tm mtinc la df Mftftety am repee Ulth Olft Om~MA shel take cue in hedums tdo "a wt to om us~e disrutma of the t~sanm--l - "tn! um cmtim. tf '-I I datmof the um by dir cc afth focMip mstiw occro ds coUam ehell ayiae the of it Md I tI romistie im do cstmimtad tam.ý arm tst@UOmi AMU: Attacbei bweto to a cWp of rerasio pqe Mi-0 i~pm tecban set isrth by this A~d S. tb qIlme do cLsrepor~qy ~s ~ previmaly seen tovw
3-29-71 lvised 4-3-74
- b. Sulfides:
The mewthd *hall be a wter eztractiom followed by a total sulfide determintion. To the ent actlm utAr shall be added sime acetate to precpitste sulf"ie. buiides present shall thdm be mnsured to accoadis with Parspb 8 of AS= D 1255-65 T. A* altetursate coloritric procedure my also be used im which sulfides are volatilized flm as acidified exttsctlon solutmo to create a coled spot eM lead acetate paper. Spot intensity is mId
-- to detsmame sulfide Fomcpmtration. TMe satrctlem pbo e nw droll belI acordamnce with AS= D 125546 T. A lnimt of 10 no sfkties shall be set for either tra material or filetsed produpt.
C. NItrates:
The method shall be a water etracti. followed by ebisrifom extraction of the water tac, folloed by coi rmsurets, based on hSW D "2-52. A Ifuit of 10 nm nltrates shall be set for eithe raw matoer or fIatdW product.
3:07.5 The vY of the teons hba assi d a muque identifying mber to each - d,. This unique i , I ying maber to ind em eseb toadwo md is abm em the do SM'S tma Pla nt dxin . U aMMaa shall follow the I M0S"S dswiJsg ulhm plaeft tende to ecs hat each teadom is placed is its correct loctio is the atructre.
3U07.6 Teadow my only be takes out of rn-site stora for talletlaa directly into the coodult.
3:07.7 h th doe bhaatps shall only be v w ad mediately before the tendon is Inserted In the cosdult. Tedhs droll be luserted 9tem the long crupet sad. This location to neted em do VB tw drsilau. The WOOUW1= shll delop inrk-PmI-a--"-I for Insertif the otedoms In the cadut sad ahall emit Chan to dhe
-ý an the invin for spprouai N:07.6 Tba the MWt shall tda care to heetlg the teedm -ot to caus undue disruption of th artction wm castles. If ms ve cemtmlitilon of the in by dirt or ot foreig41 i ocs, the 5 CauuRAuM shall adiethe U~of it and obtain resolution before the otinte tendons are irstalld. If the GOJN*R elects to button-beed the teedom at se latr -date,dh I*estwtive ad coe sad ashets, both suped by the Vw1, shall be property ,wed to the bearLn8 plates. For this co1iti1,, the C U sll mete thdt ubsh be cmes to button-beed the tedo, be droll be reqelred by the v to pull the end of the - , which Is to he butes-headd, out of the conduit for approxAmstely five (5) feet. Refer to Item 3:08.2.
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~~4ALNNW DMTRMfE AM or CI*TL nun - UM m. 3 Rama ima -ma SI-so, UM 2, 1971 I ý-321-".U J4,04L AmM - MGM=i MR WAIANI a
3 /6-j iQUALITYIF PROGRAM REVIEW and DOCUNWENTA~IRi' I
RnQIIRED i I U.O. 04)4SM I
Glbert hssOeat~s Jac.
SU Lmemtiw Aý oct~e 17, 1U73 hsal~in - 6
iý 0P ADDEMD A Sheet 1 of 3 October 17, 1973 SEiMIGN III - IETAILED SPECITICAIONcS Index Page:
For Item 3:10, Quality Control, under ya e col delete "-U-i and quplace with "InI-18r.
3:01 Scope of Work Subicem 6., Unes 2 and 3; after the fourth woxd (iiallaainm),
place a period and delete the folloing:
"and dry air purging of the tendms."
Subicem 14., delete Wh subiten Inits entirety end replac with the following:
"14. Bulk filling the conduit with*ax and smpplyfs all pl~mbig, heating, and staor&e eqtdimaz associated With balk ft lln"a Subitm 15., dlete this mubigem in its entirey nd replam with the following:
"15. Supplying a zusimi probee. sm for modm cmdeft bulk fIUIUo."
3:03 ork- Materials. and guaumnt Not ,n cl**d , 1me of WoIt Add the following sbite.:
"7. The corrosion protection m for coating the Inaide of the conduit shall be either VIsommst 209 or 20PP-2.o Note: Both fomatas of m my be umad sm of thm ha stated chat dh m compatiblae wt- each other.
3;87 Tendon Tno tallation 3:07.2 LUnes I and 2, delete the first sentence in Its entety and replace with the following:
"The corrmcico-prorectioL wax ahall be either Vsmmormust =40, or Viscomorust 209O-2, both as b7 bufacted o Viscsity 01I COIMMy.M Line 10. after the seventh word (dET ,C!0It) deete -m wiuheze and replace with the following.
"shall"
AUW~m AL Sbost 2 of 3 Oct~er 17, 1973 Line 11, after the seventh word (the) delet the folwing:
"permaneat 3:07.3 Delete this Item in Its mazsety mnd uplai 1Ut the ftOle r "the corrooi-protection mum to be ased fmr bulk Ulliag the condui shall be Vconormust 209W-- asn cteinSdmfty s by Ol Conmy. or SQML."
3:07.4 Line 1, deiste the first wmrd 'Ui5mem mnd replet& with the follwimg:
"For both coating of the codat end bulk ft IHag the camWt" Line 3. first word, chanug tbe spellIng of the word fr "dmpepodai to " devendemt" Line 4, after the third word "comdt" sd before the purlod, Immort the foaglwif:
"or to bulk fill the cidide Ln 6, after the eighLt - (W) delee ahe feI4eIUSS "addtlmel" 3:08.6 Lines 7, 8. and 9; delete the last inerne in its einULiny sad replace wlih the follwin "Teadoos cannt lay In the Codmit Without bumk f"ilin dath corrmoion protection wa f moe tha m (7) nmho."
3:10 Tendon Cggltt Dry Air ftM Dlete ths Item in its enrety and uplmwuh weised Item 3:10, Tendon Corrosion Proteetline. m set -fork m pp IU-417.
3:1.U 2ulzy Cfeet Subitem &. delete this ai*zm In Its e.m..ety -n r.apl with the followlsW "8. D*avlep written for ten onc zs protecti*n.
Refer to Item 3:10.3UI
- ,?
ADMENDI A Sheet 3 of 3 October 17, 1973 SubItem 9., delete this subItem in its eatirety and replacm with the following:
"9. Devel"p doementation records for tandoo cor I pmotection.
Refer to item 3:10.4."
30ff: Attached hereto is a copy of revised Index pqp for Section III and revised pages 111-1, -2. -7, -11, -17, ad-18, c1xp1ratis8 1 me changes set forth by this Addendm A, to repscm the c*rmspodussi nuerd pages prevlowsly saumed to you.
Im.
SI-iso0 10-17-73 it -
- -TA]-U 3:01 Scope of Work 112-1 3:02 Defiultloma 111-2 3:03 Vozk, Naaezlaul, and Equive not a:ciahb d tI Scope of V.o 111o2 3:04 General Infommalon and ql~.ZiNBa 13M-3 3:05 Code. and lknuala M-4 3:06 GD-Slte Receipt. Storqa, MdUD& Etc-. 111-4 3:07 Tendon Instellaclon 111-6 3:08 Nut to-beadiUg 111-9 3:09 Tendon Stzeslsig 1z1-11 3:10 Tendon Cm*adt Dry Air 1mrp MU-17 3:11 Quality Control 3Ix-1s A ibK
- Revised 0l.4W M-17o73 3-9W 3:01 Scope of Work The WOU to be performed under this Contract shall Include the receiving, storing, installing, and satesslng of the pmestresasti systen tendons required for the Reactor Building for the Crystal liver Unit 3, Florida Power Corporation. The I shall be an specified herein and/or as abrna on the Dr1w and shall Include, but is not necessarily limited to, tde following:
- 1. Receiving and storing an the job site - tendons, tendon anthorage components, Instalation and stressing equidment, all supplied by Others.
- 2. eatseuri tendon lengths.
- 3. Cleaning the -inside surface of the ewedded teandm condut and coating with a corria*s-protection W.
- 4. Installing tendons and protective end caps.
- 5. Button-heading and tensioning the tendons.
- 6. Re-install"In protective end caps, if the ondoms are not stressed imnediately after installation. A
- 7. Suplyn equipment for coplete installatzia ad stressang of tendons Including riiag end scffoling.
- 8. Developing and maintadini V procenms and te =quimd recoub for the WOK, as detailed In ts Specification.
- 9. Supplying small hand tools and equipmet noted on p*ae U of the Y('S (as defined in Iten 3:02) "lleld Inmtallatlm Meaneal.
- 10. Mainteance of the tendon installation and stresing equlpmnt (as noted in it=m 3:03.3) in accordmce wlth the aulmim requtreents noted In the VY 'S (as defined in Ite 3:02) "Pleld Installation Kamer".
- 11. Coordinating with the O i the varion Phasn of the VWK to Suit the OMI'S constractiona zofints. ohe Will supply an outline schedule of the .IL
- 12. Supplying details of and edsento for support of the scaffolding at the ring girder (see Item 3:0 suiitie 6).
M--1
3-29-71 evilsed 10-17-73
- 13. Supplying eccentricity and "Go" "No-Go" sases (seet 3:08.3 subitem 3 and 4). These gauges may be obtained fran the IDOL
- 14. Bulk filling the conduit with axand supplyIng all plumbIn beating, and storage equipment maociated with bulk fEltng.
A
- 15. Supplying a corrosion protection wa for tendoa Conan" bulk filling.
3:02 Definitions In addition to the definitions in Item 2:02 of the GO=&M CIDIMMS, the following definitio shall apply:
Oinat - shall mean The Prescom Corporation of Corpo akzisti, Texas, the supplier of the prestressang sYstem.
3:03 VoM. Katatals. and Knuiinn Not Ineilndad in Seone of Vozf The following Item associated with the tendons we not Included in this Contract and winl be provided by Others:
- 1. ruishing, and delivering of wrapped and coated teadom to the job site with attached stremssang vwes, dead nad plates, stressing washters, shim *inerament sAlm, protectiv end capsad gaskts all supplIed by the VEMnS
- 2. Furnihing, delivery, and Installation of dd
- e cd t and bearing plates.
- 3. FurnIshing and delivery of the follain tendOn installation and stressing equipment to the jab site:
- a. Three (3) uncoiling tables.
- b. three (3) hydraulic tnqer.
- c. Three (3) units for backing the tendomm Into the cooduft.
- d. Three (3) buttonheading me s..
- e. Six (6) stressing madcin..
- 4. Suitable on-site storage for tendons and anchorage COWponmft.
S. Suitable supply of electricity.
- 6. Tendon length measuring equipment.
- 7. The corrosion protection wax for coating the Inside of the conduit shall be either Vlsconorust 2090P or 2090-2. A Note: Both foramlations of vax may be used as the of them has stated that they am compatible with each otber.
111-2
sr-Mn, 10-17-73 3:07.2 The corrosion-protecr*ion vax shal be either VIscomnust 2)M)9 or I, Visconorust 2090P3-2, both as manufactured by the Viscosity Oil Company. The CQW MR1'S attention is dran to the fact that the corrosion-protection vax may require hesting to amist application to the inside of the conduit. The 2C shall submit procedures for cleani and coating the inside of the conduit to the OWMN and the MUM for approval.
Exposure of the open conduit to the atmosphere shan be kept to a min=im and shall not aeased eiSM (8) borns. The conduit shall not be left open durn rain. To protect the conduit durIng rain the CEMTACIOR shall mr-lumtall the temporary A protective covers or Install the protective and cope ad gaskets as supplied by the 330L 3:07.3 The corroslon-protection -an to be used for bulk fill1ng the conduit shall be Viscouorust 2090P-2 as meufactured by Mie Vlscwdty 0 cmpany or EQAL. IA 3:07.4 For both coating of the conduit and bulk filling the conduit tests shall be performed to determine chloride, sulphide and A nitrate content. The frequency of these tests shall be dependent on the method the CWTrMACt0 uses to coast the Inside of the conduit or to bulk fill the credt. 7he iCnTlAU R shall propose to the INS i and the UiG R the fqumqm of these teats based upon his methods of costin the Inside of d codui.
t Ohe tests are as follos: A
- a. Chlorides:
The Initial screening test on both raw mteuxIs and finished product shall be the Seilsesim Test. If a positivie elelsteLn Indication is htafded, a cfoming test shall be made on mater extracts of the piudct using standard titration of colorimetric procedes described In AS1DI D 512-67. A liuit of 10 pi chloride shall be set for either raw sterial or finib product.
rn-7
Revised SP-SM09 20-27-73 3-.29.71 3:08.5 Befoe co*nencing button-heading the production tendons (tendeos to be placed in the structure), the COWC1R shall demonstrate his ability to produce button-heads meting the criteria noted in i.m 3:08.3. To accomplish this, he shal obtain sufficient lenath of wire frm the VENDR to a** 50 trial button-hedso The wire shall be the sa* size and type as used in the tendon This wire my be purchased from the V o These 50 trial button-heads shall all be inspected for silo, eccentricity, ad splits. Rejected butt will be e by the proc
- in ordr that accepta:la butto=-hea*i my be produced The C may not proceed with butn ft p uction tano until he has satisfactorily swntrated hfs ability to produce acceptable butto-3:08.6 After Installing and butt a tendon the my leae the tendon unstressed provided that the protect*e end cap and gaskets, as supplied by the Vr ae Installed. The CMIMCTORshall. note that in order to install te protective end caps It will be necessary for him to pUl the back into the conduit, after button-heading. The Lnstallation of the caps shall] be in accordance with the eomadtions of the VESOL.
Tenns cano t lay in the conduit without bulk filling wich corrosion protection w for rme t seven (7) mths.
3:88.7 The MTAO sh~all develop doainelnrcrsfor the tno Iatall~ation and buttonhaig
- e records shall. as lfsm prowcticn n (refer to it.m 3:07.1), do dots and tam of LV~anatlo, te VMM" f&tifcatom aier for the flelda button-headed stressing washer or do"d end plate, ch W W tendon o=ber, and the r of the but - spectow The records my ailso be used c do s&omm*bq the n in t*n 3:09.8.
3:08.8 The CIATRsaldvlpwx-xcdmfrbto-edf the tendons, and shall submit than to the a"Etheaad the for approwal before c of the VOW-3:-09. Tendon Stressian 3:09.1 The CNR~Msalflo h aneachn~uadaeai
. 3Mr -, ev~oedby theME foth ase" qupn.
3:09.2 Ten*ws shall not be stressed until all concrete fAw the cwltez" Reactor Building shell has been placed md has r a zdim=m strength of 5,000 psi and has been In plac for 28 days.
1.11-111
3:10 Tendon Corrosion Protection 3:10.1 After the tendons and end caps are instalede the C UC shal perform the following VOK in Item 3:10.2 to 3:10.4 below.
3:10.2 The CONTRACTOR shall fill dhe air space (bulk-fll) In each conduit with corrosion-protection wan as specified in iten 3:07.3.
The CONTRACTOR shall obtain frm Che spplIr of da corroion protection won, for each batch of v= certftied test xmportsb sharing that the = complies ithb tde suppliar' foexmi an and that concentrations of chlorides, aulfides, ma ull zamt in the mu are less than 10 ppm sams. Use tet rsertexI aclmlan8 batch umbers shall accompany all shipmate mb to the alts During all phases up to bulk Willing- tde CUI3M sbel h*alem the corrosion protection vex, so that of It will be prevented. Bulk filling of the coaduit shall be a 0e1l4ubed to ensure that the conduit Is fUlled with conesmro protectIaD wa-.
The tests specified In Item 3:07.4 shall be perfomad by the U C and the frequency of the tests shal be esabli*hed by the CONTRACTOR and asumitted to the UIMM L for approal. e bulk filling for each conduit shall be camrted within am (7) months of tendon installation for that conduit. The mealin pressure shall be 0 psig and the minfuam um texqetm at the discharge end shall be 1157F.
A 3: 10.3 The C 2 shall develop wtIttes procedume for hulk-filtia The procedures a a minim sm u=lclad ll fen L- Deterinaton that the conduit is filled atch commuslow-
- ... *:2. Pressure control In the conduit.
i.ý 3. Corroinon protectionu m pumpls* Nia -- ezs for vaxyjft conduit to"er*
- 4. Testing requirements, Inclujd frequonq, for do corrm protection w.
YOU0: These procedures siall be admitted to the and the 1U11 for approval.
3:10.4 The CONTRACTOR shall develop docunt-an records for the tendm conduit bulk-fillins. The records duall. a a miimft zecord=
tendon nm er; date; condult meatu con dischare teperature; assurance that the correct van has been used. The format of the records dhall b& Sebaftt" to the for approval. The records shall be coplated as the VOR progresses. Copies of these records shall. be availdile for the Inspection of the OWNR and upon completion of the VOK duplicate copies of an records shall be forwared to the OglE.
M-17
. 4..* ..... . ... -
10-11-73 3:11 Oalitv Control 7he CWTSACO shall perform the follarin:
- 1. Develop docmentation for, and carr out iwpnction of. tan and ancdorage components as the7 ate deliemd to the jb site.
- 2. Develop written work-procedums for clisado and astIq the Inside of the conduit with the c rotectIft wn.
Rifer to item 3:07.1.
- 3. Devalop written voIk-.proeesezw for IiwtalJi tim tenom.
Refer to item 3:07.7 and 3:07.10.
- 4. Develop docintation reco-de for cmad clemning and coatin*, tendon Installation, and b n-hmug. f to item 3:08.7.
S. Develop written vork-procedures for butt-heading the tendas. Refer to Item 3:08.6.
- 6. Develop documntacion record, for the tod stnresig.
Refer to item 3:09.8.
- 7. Develop written vork-proceduces for stmsini the tmmdm.
Rfer to Item 3:09.9.
- 8. Develap written work-P1 cemsP for cumdm Oeem protection. Dfer to item 3:10.3.
- 9. Develop docinta records for tesam eCounias prowcaom.
iefer to item 3:10.6.
=t-Is
W6-3 Record of Changes to Specif ication SP-5909 Installation and Stressing of Prestressing System Tendons Sheet I of 1 November 1, 1973 Note: The attached sheets (1 of 3 In the Addendum portion and the ladon page), issued to the OU with AWIE== A on October 17, 1973 bare been rwised to correct typoraphical errors. Deemoo A3S A as not forwarded to the CW1R&CTMO the error is not bein corrected by aother formal ddendum. Nowever, this sAeet smet forth the corrections, In addendum formt, for record purposes only.
ADDSOM A. dated October 17. 1973 Sheet 1 of 3 - Index Page:
Under the words "Index Page" add the following:
"For Itm 3:10, delete the title 'Tendon Conduit Dry Air Purpe and replace with 'Tendon Corrosion Protection' "
For the existing wurding chante "Item 3:10" to *Item 3:11" secTi*u [ - mm (as revised by Addendu A dated October 17, 1973)
For Item 3:10 clange the title to reed as follm:
'Tendma Corrosion Protection"
ADDENDUM A Sheet I of 3 October 17, 1973 8CTIXU Ill - DETAILED SPECIFICATIONS Index Page:
Far Item 3:10, delete the title "Tendon Conduit Dry Air purge" and replace with "Tendon Corrosion Protection".
For It,- 3:11, Quality Control, under Page colum delete "U!-17" and replace with "11l-18".
3:01 Scope of Work Subitem 6., lines 2 and 3; after the fourth womrd (installstion),
place a period and delete the follLowng:
"and dry air purging of the tendons."
Subttem 14., delete this subitem in its entirety and replace with the following:
"14. Bulk fillin the conduit with om and supplyfng all plmbing, heating, sod storage equipment assuciated with btlk HI LU ."
Sub*t*t 15., delete this suburnm in its witirety mad rplace with the following:
"15. Supplying a corrosion protection uz for tendo. comdIt hulk filling."
3:03 Work, l1terials. and Equilmennt Not Included in Scoa of wrk Add the following subitem:
"7. The corrosion protection m= for crntift the imsMde of the conduit shmll be either Viscomorust 20901 or 2090-2.
Note: Both formlatious of mn my be used as the m afacturmr of thmm has stated that they are comupatible with each other.
3:07 Tend.o Installatim 3:07.2 Limms I and 2, delete the first sentence in its entirety and replace with the following:
"The corrosion-Protection mm shall be either Visconorust 2090P, or Viscourust 2090IP-2, both as manufactured by the Visccsixy Oil Line 10, after the seventh word (COIU*CM)o delete ummy elther"o and replace with Ume following:
°sI' l"
-. - e 9~1~ -5909 Revised 10-17-73 M: SETION III DEAILED SPECIFICATIOS Item Titl 3:01 Scope of Work 111o1 3:02 Deftitlons 111-2 3:03 Work, Materials, and Equliment Hot Included In Scope of Work 111-2 3:04 General Informtion and Requirement II-$
3:05 Codes and kanuals 111-4 3:06 On-Site Meceipt, Storane, Hnedlfs, Etc. 111-4 3:07 Tendon Instal-ation 111-6 3:08 utton-ubasdift 1-9 3:09 Tendon Stress m-n 3:10 Tendon Corrosion Protectioen I'A 3:11 Quality Control III-is
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3-29-n CONTENTS section I Instructions to Bidders I-i t I-&
17 Genal Comdtiin IX-4 thm nr-S 11! Davtned Specitfleatlms rn-i thru rn-28 Iv List of Did Drmw s 'v-I Contract Form - CD-1T-A Contractor's Affidavit - (OD-28-C Certificate of Zusurance - OD-17-C
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SETION I INS7lUCTION TO BIIIMS Item Title 1:01 invitation i-i 1:02 saoission of Propomls I-1 1:03 Emluftion of Proposals 1-3 1:o4 Inumrance Requiremenzts 1-3 1:05 Performamce and Payment bona 1-3 1:06 Contract Forms and Certificates 1-3 1:07 Acceptance of Proposals I-4 1:08 Auards to Bidders and Payment 1-4 1:09 Shipping Informat ion I-I ME