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PCHG-DESG Engineering Change 0000070139R0
Z45R0 Page 1 of 1
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REPLACE (2) ~"~ BOLTS W/(2) ~"~ M90X BOLTS
(5l1" C/C)
REPLACE (2) ~"II BOLTS W/(2) ~"II M90X BOLTS
(5l1" C/C)
REPLACE (2) ~"Ii BOLTS W/(2) ~"I! M90X BOLTS
(5l1" C/C) 'to
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(AS SHOWN)
(OPP HAND)
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L"~-l i l------.-i ~ ,
4
PL %'Xl~"X1'-8" (NEW) (SEE NOTE A) " 12
_I\I.~I \..<:i'\..<:Jl''l. 51 ~ 6
~. ~~;. /: .'
lb±::r7 .;.;/ REPLACE (4) ~'0 BOLTS
W/(4) ~"0 M90X BOLTS
1===f==!I'1
r--------------------j----- _____ ill ______ _
2-L5X6Xl "Xl' -3" (NEW) (SEE NOTE A)
, ' ----------------------, , , ,
)L----------------------~~---------------------------------- ---------- -----------
----------------~ --------------------------~~~
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8"
DETAIL 1 SCALE: 1~"=1'-0"
DWG. 522-041-001
--.-............. ,...,----n ,
I I [I --[--J--~ -- -- --1 , , , , 1 1 , , , , 1 1 , , , ,
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NOTE A: REPLACE EXISTING GUSSET PLATE & 2-L4X4 W/NEW GUSSET PLATE & 2-L6X6
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r----~::~::::r::3J- -------------1----------- _________ LE::::::?::? ____ .,
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,1---------------------- ---- -----------------1------------ ------------------------------l. L_________________ ----- _____________ 1____________ ----------------------~
PL >rX7~"X2'-9%·(NEW)
PL 1 "X7Wx2' -9%"(NEW)
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SECTION A-A SCALE: lW = l' -0"
PL ~"X5l1"XO' -7W(NEW)(5-REQ'D)
3
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REPLACE (5) ~'Il BOLTS W/(5) 1"0 M90X BOLTS
FIELD TO ENLARGE HOLES IN EXIST PLATE
HOLES IN NEW L6X6 TO BE Wq)
12
PL %"X3"XO'-4(NEW) SEE NOTE B
7
~ "'''.I'' .. '0:- ----__ t----+---'-
1 I, :
, I ,
II' X! illl
1,----------------- ----, --ttTt-
--J
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REPLACE (2) ~"II BOLTS W/(2) 1"11 M90X BOLTS FIELD TO ENLARGE HOLES IN EXIST COLUMN WEB & L3X4
REPLACE (2) ~"0 BOLTS W/(2) 1"0 M90X BOLTS FIELD TO ENLARGE HOLES IN EXIST COLUMN WEB & L3X4 REMOVE EXIST. FLASHING AS REQ'D FOR ACCESS TO THESE BOLTS
• .... I ---1<.0
I- -U') •
I-LLl : I I ---H I 1 -'____ 11-$---------9=--- ---- -' __ ...I 1 1
F ------7 - ---------- --- ----- -- --::::::j" --~---------,-----': -------- ---------- -- ---- - -- : iii ( PL %"X3"XO' -8(NEW) 1 --fj I! , SEE NOTE B ' , ,
STIFFENER PLATE MAY BE ) LOCATED ON EITHER SIDE '
NOTE B:
2-L3X4X%"(E)
OF GUSSET PLATE ( "------------' ,
REPLACE (6) ~'0 BOLTS W/(6) ~"0 M90X BOLTS
\ 't::::.r::=::=::=::=::=::=::=::= :=:: '--::--'-rf I
W18X45(E) ~--1
FOR ADDITIONAL BEAM WEB CONN. MODS. SEE DWG. 522-041-010
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NOTES:
9 10 KEY NO.: E
1. FOR GENERAL NOTES SEE DWG. 522-041-001. 12
PL %"X3"Xl' -6"(NEW) PROVIDE 1~6"¢ HOLES IN PLATE
LOCATE NEW PLATE OVER EXISTING SLOTS IN GUSSET PLATE
6
PL %"(E)
7
DETAIL 2 SCALE: 1~" = l' -0"
DWG. 522-041-001
EC70139 REV. 0 ATTACHMENT Z45RO
DWG. NO. 522-041-003
~'
I I I I GRAPHIC SCALE
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1/
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REFERENCES: 522-041-001
NO.
Progress Energy
EWN
003 DISCP. SHEET
9
X APRIID.
DWG.
DESCRIPTION
REVISIONS
IARY BUILDIN SOUTH FRAMING MODI ATIONS
DETAILS
12/9/10 Df.1E
522-041 10
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