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Go <br />91 <br />5) A <br />WF8x35-\ <br />SHEET NOTES <br />LLJ <br />L.Li <br />STRUCTURAL <br />TOLERANCES <br />SURFACE FINISHES <br />MACHINING <br />TOLERANCES <br />T-O" TO 30'-0": ±lpc PRECIS ON PARTS X.X <br />±.030" <br />M'ALL <br />V) <br />> 30'-0": <br />1 /8" <br />REAM, SHAFTS: <br />x'Xx <br />X�xxx <br />±.010" <br />±.005" <br />13 <br />L x I <br />ITEMS ARE EEXISTiNLG EXCEPT <br />DNEW <br />U) <br />Llo <br />LLJ <br />ANGLES: <br />±1.00 <br />TURN, MILL, BORE: <br />12�/ <br />X.xxxx <br />±.001 o" <br />WELDS AND WHERE CALLED OUT <br />WHERE L , 0' <br />--- <br />DRILLED HOLES: + 1 /32'3 <br />CLIP, CUT, TRIM <br />25Y <br />ANGLES <br />±0.02' <br />I <br />Q d k A <br />Im <br />"--C8X11.5 <br />NEW 01" A354 GR, BC---- WF8x28 WELD EACH WF FLANGE TO 0 0 <br />ALL THREAD ROD N`-GUSSET PLATE - TYP, 4 PLACES. <br />5/16 o \ 0 1 1 1 F TENSION RODS <br />TENSION ROD \0 1 0 <br />1 '4 <br />319 0 0 -0 A 0 <br />WF8x28 0 0 - 0 <br />NEW PL 5 3/4"x0'-10" <br />THICKNESS TO STICK 3/8" ABOVE <br />TOP OF TENDON ANCHOR PLATE - <br />1 /2" MIN. THICKNESS - INS & FS <br />D ETAL <br />SCALE: <br />1 1/2" = <br />V-0" <br />S325 S463 <br />NOTE: <br />ALL DETAIL <br />WORK <br />IS SYMMETRICAL ABOUT TRUSS T-3 CENTERLINE <br />D ETA's L <br />SCALE: 1 112" = 1 A-09' <br />sym I REVISION <br />45-001 STRUCTURAL VERTICAL UPGRADES <br />RESPONSE TO SKANSKA RFI #706 <br />RESPONSE TO SKANSKA RFI #778 <br />DEFERRED SUBMITTAL <br />I= <br />BY <br />APPROVED <br />DATE <br />SYM <br />1786915 <br />CP&A <br />10.08.19 <br />1786915 <br />CPA/NRP <br />CPA/JTH <br />04.06.20 <br />1736915 <br />0PA/NRP <br />CPA/JTH <br />05.06.20 <br />17869151 <br />CPA/HSK <br />— <br />1 07.10.20 <br />m <br />m <br />WF8x2 <br />D ETAI L <br />SCALE: 1 1/2" = l'-O" <br />D ETA I L <br />SCALE: 1 1/2" = V_0;' <br />S3 <br />CUT HOLE IN WEB <br />OF <br />COLUMN PER SECTION <br />C. <br />WF6X20 <br />>< <br />C-0 <br />a <br />3 <br />a <br />D ETAI L <br />SCALE: 1 1/2" = V-0" <br />ME <br />NEW HSS8x6xl/2" GR B <br />NEW PL 1/4" <br />NEW 01 1/4 AST M A563 GR. DH__ <br />OR ASTM Al 94 GR. 2H - TYP. <br />NEW 01 1/4" A354 GR. <br />BC ALL THREAD ROD <br />C8------"" <br />SEAL <br />SECTION <br />SCALE: 1 1/2" = 1'--0" <br />sym <br />D ETA L <br />S3,Z6LF)403 SCALE: 1 1/2" = l'-O" S32LS,403 <br />NOTE: ALL DETAIL WORK IS SYMMETRICAL ABOUT TRUSS T-3 CENTERLINE <br />REVISION BY APPROVED DATE *-?WFODg�� ACCEPTABUFY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />w <br />'A"hex <br />t APPROVED BY DEPT. DATE <br />"T"335 AF <br />AV <br />SECTION <br />SCALE: 1 1/2" = I H-O" <br />SU13TITLE <br />STEEL SEC70NS AND DETAIS <br />m <br />SECTION <br />SCALE: 1 1/2" = l'-O" <br />COMP NO. <br />1786915 1 <br />EVERETT, WA DWG NO. 45-001 -S403 <br />