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NOTES: <br />1. HOLD BACK WELDS "' FROM <br />FLANGE TIPS <br />NMI <br />w <br />1) BEFORE PERFORMING ANY WORK ON THE 4 SPECIFIED LOCATIONS, CONFIRM THAT NO LOW BAY STACKER CRANES ARE <br />WITHIN 25 FEET ON EITHER SIDE OF THE LOCATION AT WHICH WORK IS TO BE PERFORMED (FOR COLUMN LINES 1 THRU 5, THE <br />DISTANCE BETWEEN COLUMN LINES IS 25 FEET.) <br />2) WORK SHALL BE PERFORMED ON ONLY 1 OF THE 4 SPECIFIED LOCATIONS AT A TLME. AFTER COMPLETION OF STEP ED 1 HAS BEEN <br />CONFIRMED, CONTRACTOR MAY REMOVE A SINGLE BOLT BETWEEN THE HANGER BASEPLATE AND THE SUPPORTED <br />STEEL BELOW AT A TIME TO MAKE BETTER ACCESS FOR WELDING. THE BOLT, NUT AND WASHER SHALL NOT BE RE -USED. <br />THE BOLT ASSEMBLY SHALL BE REPLACED WITH COMPONENTS OF THE SAME SIZE/GRADE AND FULLY PRE --TENSIONED, <br />3) WORK AT ANY LOCATION MUST BE COMPLETE BEFORE BEGINNING WORK AT A NEW LOCATION. <br />AFTER WELDING OF MATERIAL AND REPLACEMENT OF THE BOLT ASSEMBLY ARE COMPLETE, CONTRACTOR <br />MAY COMMENCE WORK AT ANOTHER LOCATION, MAKING SURE THE CONDITIONS OF STEP 1 ARE <br />SATISFIED FOR THE NEW LOCATION. <br />a <br />REMOVAL <br />AREA <br />SWIF,3:5-) WITH <br />NEAPSIDE_ FLANG <br />DE- ' <br />\LI,�VED FO <br />CLARIT <br />FE <br />1001 OR 2001; <br />AF, AF-OH <br />CLIP 3/4"x3/4" <br />/f--CONTRACTOR TO VERIFY THAT 3/16 BRACKET MK-25F BOLTED NOTE 1. <br />EXISTING CONDITIONS ALLOW Z31-16 <br />TO 'SOT CHORD OF T-1 (E) ACCESS FOR WELDING OF NEW -`CL TENDON <br />PLATES AS SHOWN. BRACKET STEM <br />PLATE (E) E /-5WF1 6 1000 OR 2000; <br />sylvk <br />AF, AF-OH <br />ONLY AT LOCATIONS AS NEEDED: 1/2" <br />X " NEW PL1/4-,---' <br />NEW PLI/2' X 4 3/4" <br />0'-9 1/2Symm. TO PROVIDE ACCESS FOR WELD OF NEW <br />PLATES TO ORIGINAL STEM PLATE, CUT FLANGE <br />PLATE OF BUILT UP T-SECTION AT NO MORE L L <br />1 6" MAXIMUM -77 106C <br />o THAN 45% STARTING AT ENOUT REGION D OF MEMBER,---­-�- <br />NEW PLI/43 3/4y 1001 OR 2001; BUILT UP T-SECTION AF, AF-OH <br />FLANGE PL1"xlY (E) <br />106A 106V <br />-V _t -SECTION <br />2181 <br />BUILT UP T-SECTION -DETAIL <br />WEB PL5/8" (E) SCALE: 1 1/2" 1' 0" E3251 E405 SCALE: 3"=V-0" <br />Ezz <br />�� O 0 <br />pip\ <br />CHAMFER 5/8"x45* SKIP WELD (E) <br />POS 3G//3/S(11/4) 0 1001 OR 2001; <br />21 WF1 12 (E) 45 AF, AF-OH <br />14WF68 WITH -CLIP 3/4%3/4" <br />NEAR,-)IDE FLANGE <br />L I <br />IF ACCESS REQUIRES CUT71 G REMOVED FOR -SADDLE <br />GUSSET FOR BOTTOM OF SKIP WELD (E), GRIND PAINT CLARITY F V11 <br />CHORD OF T-1 (E) 2" BASEPLATE <br />POS 4F <br />2 0, <br />_ j , <br />jl 00 NEW PLI/2" <br />N <br />Z_P�0 1 �,A F <br />AF-011' 106V N/S CL TENDON <br />3/16 (BOTTOM CHORD NOT SHOWN) 106A F/S 3/16 <br />cip NOTE /1. <br />> <br />BACKGOUGE 3/16 <br />0 POS 2G <br />45' 5WF16 Symm. <br />--- r5�� <br />-SECTION SECTION <br />SCALE: 3=V-0" E325,Er��E465 STANDARD STEEL <br />WELDI SCALE: Y-l'-o" <br />SSS-WPS-Dl 12102 <br />106D <br />NEW PLI/20 <br />WELD <br />INSPECTION <br />AS FOLLOWS: <br />100% <br />VISUAL TEST <br />ALL WELDS <br />100% <br />MT FOR ALL <br />FILLET WELDS <br />100% <br />MT FOR ALL <br />CJP WELDS WITH T <br />04,-T—, <br />100% <br />UT FOR ALL <br />OTHER CJP WELDS <br />N <br />SECTION <br />SCALE: 3"=1,-0" <br />