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STRUCTURAL <br />TOLERANCES <br />SURFACE FINISHES <br />MACHINING <br />TOLERANCES <br />LLJ <br />0'-0" TO 30'-0": <br />±1/16;9 <br />PRECISION PARTS <br />3V <br />X.X <br />±.om" <br />0- <br />(n <br />> 30'-o": <br />1 /8" <br />REAM, SHAFTS: <br />5y <br />ux <br />X.XXX <br />±.010" <br />±,005" <br />Ln <br />C/) <br />LLJ <br />ANGLES : <br />±1.01 <br />TURN, MILL, BORE: <br />1 2�/ <br />X.XXXX <br />±.00 I o" <br />DRILLED HOLES: + 1 /32" <br />CLIP, CUT, TRIM <br />25 <br />�/ <br />ANGLES <br />±0.02' <br />ZD <br />w <br />a <br />C) <br />0 <br />LLJ <br />LLJ <br />CD v) <br />LL_ <br />C) <br />CD <br />3 1/4"' <br />REF TO kNP <br />- 19-79P _— <br />REF TO Wp <br />ffS40'3 <br />W8x35 <br />(2) C80 1. <br />CL <br />-NEW HSS mZZ <br />c� <br />5.000% 0.250" co <br />BRACE MEMBER 0- <br />co LL_ <br />C:f <br />C) <br />0 LD <br />cn <br />LL_ <br />LL_ <br />CD <br />o") CL <br />C14 <br />I m <br />4 BAYS @ 179-6" = 70'-0" <br />SYMM, UON. <br />mo <br />Lo <br />C14 n <br />X x <br />CC) co <br />- A Fpos, <br />"�C)j I <br />TRUSS T-4 -ELEVATON <br />NOTE: ALL FRAMING SHOWN IS EXISTING <br />EXCEPT WHERE CALLED OUT "NEW. <br />BLDG, <br />symm. <br />15-0" 30'-0" <br />NE' BRACE �MEMBERS, <br />sym REVISION BY APPROVED DATE SYM RMSION j BY APPROVED DATE F <br />vul)b P <br />lt <br />N <br />45-001 STRUCTURAL VERTICAL UPGRADES 1786915 CPA 10.08.19 O� <br />A RESPONSE TO SKANSKA RFi #525 & #530 1786915 CPA/RLP JTH 11.15.19 LZ4 V, <br />X <br />RESPONSE TO SKANSKA RFl #588 1786915 CPA/RLP JTH 01.17.20 z"'ll <br />27935 <br />o <br />RESPONSE TO SKANSKA RFI #635 1785915 CPA/HSK JTH 02.07.20 <br />A3 DEFERRED SUBMITTAL 1786915 CPA/HSK 07.10.20 <br />S326LS403 <br />W8x35 <br />(2) C8x11.5 7' <br />W8x24 <br />m <br />5 opp. <br />S326 S463 <br />l <br />ACCEPTABILITY <br />THIS DESIGN AND/OR U <br />SPECIFICATION IS APPROVED <br />APPROVED BY E <br />_TDE��T. DATE - <br />- _T_­T_ <br />ENERAL NOTES <br />[1:>THIS MEMBER MAY NOT BE SPLICED <br />