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NEW PLATE LIMITS SHALL BE AT <br />LOCATION OF FLANGF ROIT <br />CLOSEST TO END OF I <br />END OF EXISTH <br />MEMBI <br />TYP 3 SIDES. WELD AFTER <br />CJP SPLICE WELD IF USED) <br />NOTED IN DETAIL 6. <br />1 1/2" = V-0" <br />TYPICAL NEARSIDE AND FARSIDE <br />NEW PLATE LIMITS SHALL BE AT <br />LOCATION OF FLANGE BOLT <br />CLOSEST TO END OF MEMBER— <br />sym I REVISION <br />ORIG 45-001 STRUCTURAL VERTICAL UPGRADES <br />A RESPONSE TO SKANSKA RFI #529 <br />Al RESPONSE TO SKANSKA RFI#664 <br />A2 RESPONSE REVISION TO SKANSKA RFI#664 <br />A3 RESPONSE REVISION TO SKANSKA RFI#664 <br />WELD 3" BEYOND <br />BOLT PATTERN <br />0111=1 <br />NEW PL 1/2" x 3" <br />SKIP WELD FULL LENGTH MINUS <br />1/4 N 2-10 /THE MEMBER END WELDS. <br />2 \ <br />FLANGE —10 'GELD AFTER CJP SPLICE WELD <br />1 // �4 <br />BOLTS, TYP IF USED) NOTED IN DETAIL 6, <br />SCALE: 1 1/2" = V-0" <br />TYPICAL NEARSIDE AND FARSIDE <br />OPTIONAL SPLICE PLATE DETAIL <br />SCALE: 1 1/2" = 17-099 <br />BY <br />APPROVED <br />DATE 1 <br />SYM <br />1785915 <br />CP&A <br />10.08.19 <br />A4 DEFERRED SUBMITTAL <br />1786915 <br />CP&A/NRP <br />JTH <br />11.14,19 <br />1786915 <br />CP&A/JTH <br />JTH <br />02.26.20 <br />1786915 <br />CP&A/AJH <br />JTH <br />04.15.20 <br />1786915 <br />CP&.A/JTH <br />JTH <br />04.28.20 <br />NEW PLATE LIMITS SHALL BE AT <br />LOCATION OF FLANGE BOLT <br />.D ET Al L <br />SCALE.- 1 1/2" = 1 —0" <br />TYPICAL NEARSIDE AND FARSIDE <br />NEW PLATE LIMITS SHALL BE AT <br />LOCATION OF FLANGE BOLT <br />CLOSEST TO END OF MEMBER <br />ulm r) in" m7vomr) <br />ImMm <br />IN <br />KIP WELD FULL LENGTH MINUS <br />HE MEMBER END WELDS. <br />IELD AFTER CJP SPLICE WELD <br />F USED) NOTED IN DETAIL 6. <br />LLJ <br />STRUCTURAL <br />TOLERANCES <br />SURFACE FINISHES <br />MACHINING <br />TOLERANCES <br />Lli <br />0'— 0" O 3 0'— <br />T <br />0 1 <br />PRECISION PARTS <br />3 <br />X.X <br />±.030" <br />n <br />U) <br />> 309—o": <br />±1/8', <br />REAM, SHAFTS: <br />X.XX <br />X.xxx <br />±.O I o" <br />±.005" <br />cn <br />ANGLES: <br />±1.0* <br />TURN, MILL, BORE- <br />' 2� / <br />X.xxxx <br />±.0010" <br />DRILLED HOLES: + 1 /32" <br />CLIP, CUT, TRIM. <br />25 <br />ANGLES <br />±0,02' <br />.SHEET NOTES <br />1, ALL ITEMS ARE EXISTING EXCEPT <br />WELDS AND WHERE CALLED OUT NEW <br />NEW TOP —SIDE DOUBLER <br />PL 1/2" x 5" <br />TOP OF CONC, @ AT <br />AREA OF TOP —SIDE <br />DOUBLER PL. <br />NEW BOTTOM —SIDE DOUBLER <br />PL 1/2" x 5" 0 0 <br />WELD 5" BEYOND. TOP OF CONC. SLAB O'N lo v0 o <br />BOLT PATTERN (EXIST) <br />--NEW PL 1/2" x 5" <br />F <br />IRS, <br />< <br />A A, <br />- -- -------- ------ <br />o o <br />0 0 <br />SKIP WELD FULL LENGTH MINUS <br />E BER END WELDS. <br />C SPLICE <br />1/4 2-10 THE MEMBER END WELDS. <br />FLANGE 1/4 V 2-10 WELD AFTER CJP SPLICE WELD <br />BOLTS, TYP (IF USED) NOTED IN DETAIL 6. SYMM. <br />SCALE. 1 1/2" 1 s-0" <br />TYPICAL NEARSIDE AND FARSIDE <br />WELD 5" BEYOND <br />FIRST ROW OF BOLTS <br />/NEW TOP —SIDE DOUBLER <br />—PL11/2" x 5" <br />ELEVATION <br />SCALE: 1 1/2" = 1 p-092 <br />TYPICAL NEARSIDE AND FARSIDE <br />END OF EXISTING END OF EXISTING <br />\�--- <br />MEMBER EXTENT OF WELD AT r MEMBER_/ <br />TYP. FOR EXTENT OF LOWER -END OF PL 1/2", TYP. FOR EXTENT OF <br />WELD AS SH WN 3/8 CE FLANGE WELD AS SHOWN 1/4 <br />BOLTS, TYP <br />D ETAI L <br />WELD l'—O" BEYOND <br />�i;--FIRST ROW OF OLTS <br />CD <br />r1l <br />I­-- <br />cn <br />cr_l <br />II <br />SCALE: 1 1/2" 1 a-0" <br />�4EARSIDE AND FARSIDE DIFFER. FOR TOP —SIDE DETAIL SEE ABODE L_EF�, FOR BOTTOM —SIDE DETAILQ SEE ABC�/E RIGHT. <br />SEE DETAIL 4 (ABOVE FOR GELDS NOT SFIO°din <br />DRAWN DATE SUBTITLE <br />4-41D In ACCEP-FABaLITIY <br />BY APPROVED DATE <br />R CHECKED STEEL SECTIONS AND DTI <br />A., <br />THIS DESIGN AND/O <br />1786915 CP&.A/HSK 07.10.20 <br />SPECIFIC00N IS APPROVED <br />EINEM— TITLE 45-001 STRUCTURAL VERTICAL UPGRADES <br />NG <br />APPROVED BY DEPT. DATE <br />77 CHECKED <br />vIl -001 <br />APPROVED BUILDING 45 <br />APPROVED <br />L <br />STRUCTURAL MASTER <br />NEW BOTTOM —SIDE DOUBLER <br />PL 11/2" x 5" <br />`—EXTENT OF WELD AT <br />LOWER END OF PL 1/2" <br />CE FLANGE <br />BOLTS, TYP <br />SHEET <br />JOB NO. S521 COMP NO. <br />1786915 <br />EVERETT, A �D wc NO- 45-001—S521 Rev A4 <br />W <br />