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0 <br />0 <br />0 <br />L5 "x3 1/2"x3/8"—J <br />SECTION <br />SCALE: 1 1 /2" = 1 a-0 <br />TRUSS 1 <br />A <1 <br />m <br />L5%3 1/2"x3/8" <br />0 <br />SECTION <br />SCALE: 1 1/2" = V-0" <br />45-001 STRUCTURAL VERTICAL UPGRADES <br />m 45-001 VERTICAL UPGRADES - RFI #599 <br />DEFERRED SUBMITTAL <br />�z <br />Q0 <br />SLOPE PROFILE ONLY <br />�5 / AT DIM "A" < 5116" <br />3 Co F_ 16" <br />uj <br />.j <br />WELD PROFILE <br />'7,--WF6x20 PLATE END WELD DETAIL <br />TYP, AT ENDS OF NEW PL 1/2%6" <br />(31116) 6 WHERE INTERRUPTED BY WF6x2O. <br />SEE WELD DETAIL ABOVE. <br />0 <br />WFI 8xl 14 30' <br />NEW PL — SEE DETAIL D THIS SHEET <br />(7� <br />SEC -MI <br />RFSS1 5410 TvD :i)WALL.: I I/Z = I 1-ki <br />WF1 8xl 14 AT LINES 1.5 & 2, OR <br />WF18)(96 AT LINE 2.5 <br />lft <br />NEW PL3/8"x4"x1'-1" <br />BOTH SIDES (NS/FS) <br />gm <br />amffl <br />By APPROVED DATE SYM <br />1786915 CPA 10.08.19 <br />1786915 CPA 01.14.20 <br />1786915 CP&A 07.10.20 <br />TRUSS 1 <br />SECTION <br />SCALE: 1 1/2" = V-0" <br />6" CONCRETE SLAB <br />SYMM. <br />---- Zl_ <br />< w <br />NOTE' INSTALL ANCHORS AS NOTED AT ALL HOLES, <br />SEE SECTION A,,/RFS5/S410 (THIS SHEET) FOR ADDITIONAL <br />CLARIFICATION. <br />A7 `tk SECTION <br />wSCALE: 1 1/2" = 1 s-0" <br />(REF) NOTE: CONCRETE NOT SHOWN FOR CLARITY <br />ROOTOPEN _ OPENING (_Mlg_� <br />NEW PL3/8%4" <br />Symm. <br />-WEB OF WF18 <br />GRIND FLUSH/FLAT FINISH <br />1p x3 1/2"0/8" <br />cl�4 <br />a <br />NEW PL1/2"x8"x2'-6" <br />(1 /8) <br />0 <br />30* <br />1.50"0 (AISI 1045) <br />Lo <br />TYPO <br />OF 6" CONCRETE SLAB <br />/--W24x84 <br />-_7 <br />--_-_- <br />D <br />ETA I L <br />SCALE: 1 1/2" = V-0" <br />7ZrZ <br />21 <br />'RAL <br />0.9375'-�0-000" <br />PER SEC. A, <br />�(3/ 1 �6) �8� "PLATE END <br />0 WELD DETAIL" <br />30' <br />EDGE OF 6" CONCRETE SLAB <br />WF1 8x77 <br />P� <br />R'FS51 S4i 0 1111110I N <br />. 1 <br />m1mol � imill I <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />APPROVED BY I DEPT. DATE <br />SECTION <br />STRUCTURAL <br />TOLERANCES <br />SURFACE FINISHES <br />MACHINING <br />TOLERANCES <br />LLJ <br />' <br />0'-0" TO 30-0": <br />±1 <br />PRECISION PARTS <br />X.X <br />±.030" <br />> 30'—o": <br />gD <br />REAM, SHAFTS: <br />5y <br />Kxx <br />X.XXx <br />±,010" <br />±.005" <br />ANGLES: <br />±1.01 <br />TURN, MILL, BORE- <br />2/ <br />X.XXXX <br />o o i o <br />DRILLED HOLES: + 1 /32" <br />CLIP, CUT, TRIM. <br />21 <br />ANGLES <br />±0.02' <br />SHEET NOTES <br />1. ALL ITEMS ARE EXISTING EXCEPT <br />WELDS AND WHERE CALLED OUT NEW <br />6" CONCRETE SLAB__,�, <br />- Ld <br />m <br />LUe N <br />o <br />4% <br />NEW PLI/2" <br />NEW, TYP. <br />NEW HILTI HIT—ZR ANCHOR 3/4"Ox6 <br />1/2" LONG, LENGTH CODE 4 1/2 <br />INSTALL WITH HILTI HY200 TYPE A ORYP'—(RgT <br />TYPE R ADHESIVE, PER MANFACTURER'S 10 1/2" <br />INSTRUCTIONS. FOR TO VERIFY REF <br />CLEAN —OUT CLEAN —OUT OF HOLES I ,--W24x84 <br />SUBTITLE <br />STEEL SECTIONS AND DETAILS <br />