ML13148A016: Difference between revisions
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{{#Wiki_filter:}} | {{#Wiki_filter:, 1--------= --------------------------------- | ||
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-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------! i i 8 7 6 5 4 3 2 1 o c B A 0 \' 0 0' \ 6 \j: '0 0 .... (TYP) B I (TYP) A I NEW CLIP (SEE DETAIL 2. SH. 3) 0 \' 0 0' \ | |||
'0 0, r NOTE 1 (TYP) NEW CLIP (TYP) (SEE DETAIL 1. SH. 3) 0 \, 0 0' \ 6 "J: '0 0 .... EXISTING COLUMN TIE 47" 24" 24" 24" 24" 24" 24" 24" 24" 24" 13" l2 24" 23 24 23 24 67" 24 23 30 27 /.r-I-EXISTING CLIP BACK (TYP) 20" "" . IS" 24" / (REF)""'" i (TYP) NEW CLIP ----.., '" '/ i (SEE DETAIL 2. SH. .. | |||
.'. I I I I I : I I I I i EAST 8 1 __ , ___ , __ | |||
___ .. _+. ______ i WALL@ 1 7}-, .--, .---------------:-----_---. .-----_-------- | |||
-----' .--. | |||
.--t----------1 7 I!lI i.jJ =n i.,iJ I!lI LjJ I!lI L J I!lI i_, iJ I!lI i_,:J I!lI i. J I!lI L J I!lI i, iJ I!lI L.iJ I!lI Ll.! II:rJ i.p I!lI i.jJ I!lI Lj.! I!lI i.j.! I!lI q.! II.:fJ i.{.! II.:fJ i.j'! II:lI IYjlJ I!lI i., j.! II.:fJ i.jJ II.:fJ i.p II.:fJ i.{.! ! 0 \ \ NEW CLIP -----..." (SEE DETAIL 2, SH. 3) 15"! 20'" I ! I , , I I I I IS" 24" ' , I I ! ' 6 'J ' 1/ 1L.. I'" , | |||
______ , t--:-,=--+i | |||
______________ | |||
___________ | |||
C I 34S" v<t,t} | |||
16" : IS4' V<t.t) | |||
: AI A I s RAIL SPLICE & NEW CLIP .-ill I 20" 29" 24" 24" 24" IS" 20" PLAN VIEW COL. LINE S TO COL. LINE P SCALE: = "-0" I | |||
24" NOTE , (TYP) 0 \, 0 0' \ 6 \j: '0 0 .... 24" 24" (TYP) A I 24" 24" .-ill IAIL SPLICE & NEW CLIP 24" 24" 24" 24" I EXISTING 1751b. CRANE RAIL (TYP) 1.1..., @ 20" 29" 24" 24" W I !60" 24" 24" 24" 24" I ! 300"(REF) | |||
SH-3.-ill (TYP) RAIL SPLICE & NEW CLIP (TYP) PLAN VIEW COL. LINE U TO COL. LINE S NOTE 1 (TYP) SCAlE: = 1'-0" NEW CLIP (SEE DETAIL 2, SH. 3) | |||
I 61 "(REF) SH-3.-ill kAIL SPLICE & (TYP) NEW CLIP (TYP) 24" 24" 24" r NOTE 1 (TYP) \'0 0' \ | |||
... , 0 , 24" 300"(REF) | |||
:-NOTE 1 , | |||
==REFERENCES:== | |||
24" t u EXISTING CRANE GIRDER (TYP) 1. DWG.B-402 a ISSUE FOR CONSTRUCTION DIG PHS MKP SMP 11/16/12 8 7 6 PLAN VIEW COL. LINE W TO COL. LINE U SCALE: = 1'-0" 5 NOTES: 1. PROVIDE NEW CLIP AT THE CENTER BETWEEN TWO EXISTING CUP ON BOTH SIDE OF RAIL EXCEPT AT RAIL SPLICE AND COLUMN TIE BACK AS SHOWN, UNLESS NOTED OTHERWISE. | |||
AT ALL LOCATIONS THE LONGITUDINAL CLEAR SPACING BETWEEN THE NEW RAIL CLIPS SHALL NOT EXCEED 2'-1 H. 2. WORK THIS DRAWING WITH SH. 1 AND SH. 3. 4 3 2. | |||
: 3. AS BUILT CRANE RAIL RUNWAY DATASHEETS SAFETY RELATED 2 REV DESCRIPTION DRN CHK REV APP DATE ZIONSOLUTIONS ZION NUCLEAR POWER STATION ISFSI PROJECT FHB CRANE RAIL MODIFICATION PLAN VIEW NORTH RAIL SIZE DWG NO. o ZION001-C-208 REV o SCALE AS SHOWN SHEET 2 of 3 1 o c B A L ______ ,,_ . __ .. ____ . __ . ___ . _. ______ . __________ . _____ . __ .. _ .. __________ | |||
_________ .. _______ . ___ , ___________________________ | |||
_______________________________ | |||
.---------. -------------------------------------.---.-.------- | |||
----------.. ---------------------. -----------------------.---.-.. --. -.-----------.. --. -----. -------_. __ . ______ -.-l}} |
Revision as of 13:04, 1 August 2018
ML13148A016 | |
Person / Time | |
---|---|
Site: | Zion File:ZionSolutions icon.png |
Issue date: | 11/16/2012 |
From: | Enercon Federal Services |
To: | NRC/FSME |
References | |
ZS-2013-0194 ZION001-C-208, Rev 0 | |
Download: ML13148A016 (1) | |
Text
, 1--------= ---------------------------------
! i i 8 7 6 5 4 3 2 1 o c B A 0 \' 0 0' \ 6 \j: '0 0 .... (TYP) B I (TYP) A I NEW CLIP (SEE DETAIL 2. SH. 3) 0 \' 0 0' \
'0 0, r NOTE 1 (TYP) NEW CLIP (TYP) (SEE DETAIL 1. SH. 3) 0 \, 0 0' \ 6 "J: '0 0 .... EXISTING COLUMN TIE 47" 24" 24" 24" 24" 24" 24" 24" 24" 24" 13" l2 24" 23 24 23 24 67" 24 23 30 27 /.r-I-EXISTING CLIP BACK (TYP) 20" "" . IS" 24" / (REF)""'" i (TYP) NEW CLIP ----.., '" '/ i (SEE DETAIL 2. SH. ..
.'. I I I I I : I I I I i EAST 8 1 __ , ___ , __
___ .. _+. ______ i WALL@ 1 7}-, .--, .---------------:-----_---. .-----_--------
' .--.
.--t----------1 7 I!lI i.jJ =n i.,iJ I!lI LjJ I!lI L J I!lI i_, iJ I!lI i_,:J I!lI i. J I!lI L J I!lI i, iJ I!lI L.iJ I!lI Ll.! II:rJ i.p I!lI i.jJ I!lI Lj.! I!lI i.j.! I!lI q.! II.:fJ i.{.! II.:fJ i.j'! II:lI IYjlJ I!lI i., j.! II.:fJ i.jJ II.:fJ i.p II.:fJ i.{.! ! 0 \ \ NEW CLIP -----..." (SEE DETAIL 2, SH. 3) 15"! 20'" I ! I , , I I I I IS" 24" ' , I I ! ' 6 'J ' 1/ 1L.. I'" ,
______ , t--:-,=--+i
______________
___________
C I 34S" v<t,t}
16" : IS4' V<t.t)
- AI A I s RAIL SPLICE & NEW CLIP .-ill I 20" 29" 24" 24" 24" IS" 20" PLAN VIEW COL. LINE S TO COL. LINE P SCALE: = "-0" I
24" NOTE , (TYP) 0 \, 0 0' \ 6 \j: '0 0 .... 24" 24" (TYP) A I 24" 24" .-ill IAIL SPLICE & NEW CLIP 24" 24" 24" 24" I EXISTING 1751b. CRANE RAIL (TYP) 1.1..., @ 20" 29" 24" 24" W I !60" 24" 24" 24" 24" I ! 300"(REF)
SH-3.-ill (TYP) RAIL SPLICE & NEW CLIP (TYP) PLAN VIEW COL. LINE U TO COL. LINE S NOTE 1 (TYP) SCAlE: = 1'-0" NEW CLIP (SEE DETAIL 2, SH. 3)
I 61 "(REF) SH-3.-ill kAIL SPLICE & (TYP) NEW CLIP (TYP) 24" 24" 24" r NOTE 1 (TYP) \'0 0' \
... , 0 , 24" 300"(REF)
- -NOTE 1 ,
REFERENCES:
24" t u EXISTING CRANE GIRDER (TYP) 1. DWG.B-402 a ISSUE FOR CONSTRUCTION DIG PHS MKP SMP 11/16/12 8 7 6 PLAN VIEW COL. LINE W TO COL. LINE U SCALE: = 1'-0" 5 NOTES: 1. PROVIDE NEW CLIP AT THE CENTER BETWEEN TWO EXISTING CUP ON BOTH SIDE OF RAIL EXCEPT AT RAIL SPLICE AND COLUMN TIE BACK AS SHOWN, UNLESS NOTED OTHERWISE.
AT ALL LOCATIONS THE LONGITUDINAL CLEAR SPACING BETWEEN THE NEW RAIL CLIPS SHALL NOT EXCEED 2'-1 H. 2. WORK THIS DRAWING WITH SH. 1 AND SH. 3. 4 3 2.
- 3. AS BUILT CRANE RAIL RUNWAY DATASHEETS SAFETY RELATED 2 REV DESCRIPTION DRN CHK REV APP DATE ZIONSOLUTIONS ZION NUCLEAR POWER STATION ISFSI PROJECT FHB CRANE RAIL MODIFICATION PLAN VIEW NORTH RAIL SIZE DWG NO. o ZION001-C-208 REV o SCALE AS SHOWN SHEET 2 of 3 1 o c B A L ______ ,,_ . __ .. ____ . __ . ___ . _. ______ . __________ . _____ . __ .. _ .. __________
_________ .. _______ . ___ , ___________________________
_______________________________
.---------. -------------------------------------.---.-.-------
.. ---------------------. -----------------------.---.-.. --. -.-----------.. --. -----. -------_. __ . ______ -.-l