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I <br />/l/1AITf)A/'Tnn Tn P')i"®An%lr- r-VIC'TIAI/' <br />11,117 <br />j D.i STUDS s O.C. <br />STUD WELDED TO STEEL <br />ANGLE; BUTT WELD MITER <br />•, * a. •. <br />WELD GROUND SMOOTH <br />SCALE: 3" = V-0" <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE SYM <br />B <br />777X CWC NEW BUILDING - RECORD WBS 2548317 <br />KRW <br />AHM <br />07/05/17� <br />C <br />PGB STRINGER BLADE_ - IFC EXCAVATION/REMOVAL W6164105 <br />HG <br />RLT <br />12.18.19 <br />D <br />PGB STRINGER BLADE - IFC FOUNDATION W6164105 <br />HG <br />RLT <br />02.13.20 <br />wm <br />L3x3x1/4 CONT W/ 1/2" 0 x - <br />5" LG. H,S 16" 2" <br />PROVIDE 3/16" O HOLE <br />4'-0" O.C. FOR ATTACHMENT <br />TO FORMS, CONTRACTOR <br />VERIFY <br />1 /4" GAP <br />- 1" CONT BAR (THICKNESS TO <br />MATCH PLATE THICKNESS) <br />3/1 6Z 2-12 <br />�y�z r•± f 2 R. �" � L � 1 d� � � <br />DETAIL ON - OR <br />ADDITIONAL IN• '; <br />FOUNDATION,MAT <br />SEE -. 1� <br />0 <br />1" 21/4" TYP <br />3/1 2-12 <br />GRIND SMOOTH, <br />TYP <br />UBE <br />STEEL TUBE INTERMEDIATE <br />COVER PLATE SUPPORT OVER <br />TRENCH, PER PLANS FOR <br />LOCATIONSJJSE HSS3X3X3/8 <br />FOR SPANS < 36"; USE <br />- HSS4X4X3/8 FOR SPANS >=36" <br />BUT <= 60" MAX <br />TYP <br />1/4 3 <br />- CONTINUOUS STEEL EMBED ANGLE AND <br />STEEL BAR. SEE DETAILS 1 & 2 ON S506-2 FOR <br />ADDITIONAL INFORMATION <br />TYPICAL INTERMEDIATE COVER SUPPORT <br />SCALE:3" = V-0" <br />i 9.. � R z <br />{ <br />DEMO/REMOVAL <br />I <br />CHECKED: AMW <br />DATE: 02A3.20 <br />a <br />ACCEPTABILITY <br />DRAWN <br />KRW <br />DATE <br />08 09 16 <br />SUBTITLE <br />CURRENT REVISION <br />ISYMBOL <br />nn <br />DATE <br />a <br />CHECKED <br />REMOVAL ® ENLARGED TOOLINGL <br />W6164105 <br />U <br />02.13.20 <br />r <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />AL <br />08 09 16 <br />SHEET <br />APPROVED BY <br />DEPT. <br />DATE <br />ENGINEER <br />DPB <br />08 09/16 <br />_ <br />TITLE PGB STRINGER BLADE <br />S522-1 R <br />CHECKED <br />JOB NO. <br />COMP NO. <br />APPROVEDBUILDING <br />WO 2548317 <br />APPROVED <br />STRUCTURAL_ MASTER EVERETT, <br />WA DWG NO. 40-058-S522-1 R <br />