Drawing 522-041, Revision 0, 'Auxiliary Building - South Steel … · 2012. 12. 5. · Title:...

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)

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PL %'Xl~"X1'-8" (NEW) (SEE NOTE A) " 12

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lb±::r7 .;.;/ REPLACE (4) ~'0 BOLTS

W/(4) ~"0 M90X BOLTS

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2-L5X6Xl "Xl' -3" (NEW) (SEE NOTE A)

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DETAIL 1 SCALE: 1~"=1'-0"

DWG. 522-041-001

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NOTE A: REPLACE EXISTING GUSSET PLATE & 2-L4X4 W/NEW GUSSET PLATE & 2-L6X6

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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)

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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)

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PL %"X3"XO'-4(NEW) SEE NOTE B

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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

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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

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PL %"(E)

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DETAIL 2 SCALE: 1~" = l' -0"

DWG. 522-041-001

EC70139 REV. 0 ATTACHMENT Z45RO

DWG. NO. 522-041-003

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I I I I GRAPHIC SCALE

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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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STEEL

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REV.