PCHG-DESG Engineering Change 0000070139R0 Z45R0 Page 1 of 1 A B c D E F G H L 1 REPLACE (2) BOLTS W/(2) M90X BOLTS (5l1" C/C) REPLACE (2) BOLTS W/(2) M90X BOLTS (5l1" C/C) REPLACE (2) BOLTS W/(2) M90X BOLTS (5l1" C/C) 'to • o I c.Sf.rl :z .... 0- U . -I I- LU • ::;: I - - 2 3 (AS SHOWN) (OPP HAND) w ' ! n ' , , ! I i l------.-i , 4 PL (NEW) (SEE NOTE A) " 12 \..<:i'\..<:Jl''l. 51 6 /: .' lb±::r7 .;.;/ REPLACE (4) BOLTS W/(4) M90X BOLTS 1===f==!I'1 r--------------------j----- _____ ill ______ _ 2-L5X6Xl "Xl' -3" (NEW) (SEE NOTE A) , ' ----------------------, , , , )L----------------------- ---------- ----------- , I , '- I .' , I , I , I , 8" DETAIL 1 SCALE: DWG. 522-041-001 --.-............. ,...,----n , I I [ I -- -- -- 1 , , , , 1 1 , , , , 1 1 , , , , , , I , is • f! • • NOTE A: REPLACE EXISTING GUSSET PLATE & 2-L4X4 W/NEW GUSSET PLATE & 2-L6X6 o I un :z .... 0- u.J I- LU f! <.D -------------1----------- _________ LE::::::?::? ____ ., 1 , , ,1---------------------- ---- -----------------1------------ ------------------------------l. L_________________ ----- _____________ 1____________ PL PL 1 "X7Wx2' -9%"(NEW) 2 I SECTION A-A SCALE: lW = l' -0" PL -7W(NEW)(5-REQ'D) 3 • .... 4 5 5 6 REPLACE (5) 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 8 REPLACE (2) BOLTS W/(2) 1"11 M90X BOLTS FIELD TO ENLARGE HOLES IN EXIST COLUMN WEB & L3X4 REPLACE (2) 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) BOLTS W/(6) M90X BOLTS \ 't::::.r::=::=::=::=::=::=::=::= :=:: '--::--'-rf I W18X45(E) FOR ADDITIONAL BEAM WEB CONN. MODS. SEE DWG. 522-041-010 "0 I -.... .J LU NOTES: 9 10 KEY NO.: E 1. FOR GENERAL NOTES SEE DWG. 522-041-001. 12 PL %"X3"Xl' -6"(NEW) PROVIDE HOLES IN PLATE LOCATE NEW PLATE OVER EXISTING SLOTS IN GUSSET PLATE 6 PL %"(E) 7 DETAIL 2 SCALE: = l' -0" DWG. 522-041-001 EC70139 REV. 0 ATTACHMENT Z45RO DWG. NO. 522-041-003 I I I I GRAPHIC SCALE 8 1/ I 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 A B c D E F DRAWN G STEEL H REV.