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1�` <br />3' X 3' X 3/-' ANGLF aril <br />14f6 HOLES FOR -Y4' <br />1'-3�' <br />3 <br />2 - MID SPAN CONNECTIDN FLANGE <br />1346' HOLES FOR V <br />TROUGH IDLER BOLTS <br />3' X 3' X %' ANGLE #di <br />IW6 HOLES FOR 3/4" BOLTS <br />7" + 3'- 5'--i 7' <br />'(5 DECK <br />PLATE #qi <br />2' SCH 40 POST <br />SLEEVE #ul <br />CLIP ANGLE <br />LEG 45' TYP <br />4' <br />7' -1 - - 3' -5' --I- 7' <br />4' -0" <br />3/16 T <br />3/16 YP <br />3 I6' TYP <br />LATERAL.BRACE <br />ANGLES #sl <br />0' 4' -0' <br />,/� 10' -0" <br />7' 1 3' -5' <br />2' X 2' X Y4' SUPPORT ANGLE <br />#M1 CENTER BETWEEN ROLLERS <br />3' X 3' X %' <br />ANGLE #el <br />2 - FRAME END CONNECTION FLANGE <br />12 SPCS @ 48' = 48' -0' <br />7' 1 - -3' -5" --1 7' 1 —3' -5' - -i- 7' I 3' -5 " -- -1 7' <br />2 - TOP CORD CONVEYOR ANGLES MK# al AS SHOWN <br />2 - TOP CORD CONVEYOR ANGLES MK# bl OPP HAND <br />3' X 3' X Y4' VERT <br />BRACE ANGLE #hl <br />3'-0' <br />�W DECK <br />PLATE #ql <br />2'X 2'X Y4' RAIL AND <br />% WALKWAY SUPPORT ANGLE #jl <br />/ P —Q 3/16 \TYP <br />4' <br />2' SCH 40 POST <br />SLEEVE #ul <br />E � C PLATE � <br />ACHSIDEOFWALKWAY EACH YS I I <br />SIDE OF WALKWAY <br />SECTION <A) 2' X 2' X Y4' WELD WASHER <br />DIRT COLLECTION PLATE WHERE #si & #jl INTERSECT <br />#rl BETWEEN CORD ANGLES REFERENCE SHEET #4 FOR 4'-0' <br />CHAIN LINK GUARD RAIL <br />7' <br />3' X 3' X <br />ANGLE #el <br />- - ---- - ---a- - _a - —_ - .— .- a-- - -0— - - <br />7' -I -- - 3'- 5'--1 7' -1 3' <br />13'4' HOLE FOR 138' PIN <br />5' -4' <br />4 - CABLE ATTACHMENT BARS MK# pl <br />5' -4" <br />I' <br />2 <br />7" -i � 31-5' <br />%.o® �tAAGQ /® ®p® <br />4 YERB0 •. <br />Cs ON • 5� �p <br />_ e _ <br />®E 793'5 w = <br />®pBPO4fOFIQ'+ ®%a`a <br />SUBMITTAL # DATE <br />1 11/13/11 <br />EVISIO ATE <br />Q 11/22/11 <br />1. <br />3' <br />3- 2� <br />e <br />f*jjajiIVED <br />u o6 nil <br />Divlslan of & safety On, <br />Mining <br />4 - PLATE GUSSET 2 CABLE CONNECTION MK# wl <br />DIVIDE CONSTRUCTORS, Inc. <br />GENERAL CONTRACTING <br />543 2nd STREET (970) 532 -3761 <br />BERTHOUD, COLORADO 60513 <br />OB <br />ELEVATED CONVEYOR <br />CUSTOMER <br />VARRA <br />ARCHITECT/ENGINEER <br />MAGGI ENGINEERING <br />BUILDING AREA <br />CONVEYOR SECTIONS <br />WELD SPEC. RAWN By PDH SOB NUMBER <br />AS SHOWN ir <br />OLT SPEC, CHECKED BY �j 11040 <br />AS SHAWN 11 1 <br />AINT AS SHOWN AINT PREP SHEET NUMBER <br />OLES AS SHOWN ATE 10L <br />RK <br />MBER <br />NUMBER <br />OF PCS. <br />SHAPE <br />LENGTH <br />NOTES <br />FEET <br />INCHES <br />IA <br />1 <br />CONVEYOR <br />FRAME <br />1B <br />1 <br />CONVEYOR <br />FRAME <br />al <br />2 <br />ANGLE 5" X <br />3' <br />X <br />Y4' <br />53' <br />3 <br />A36 <br />STEEL <br />PAINT <br />b1 <br />2 <br />ANGLE 5' X <br />3' <br />X <br />Y4' <br />53' <br />3' <br />A36 <br />STEEL <br />PAINT <br />C1 <br />4 <br />ANGLE 5' X <br />3' <br />X <br />Ya' <br />53' <br />3' <br />A36 <br />STEEL <br />PAINT <br />dl <br />4 <br />ANGLE 3' X <br />3' <br />X <br />3' <br />6' <br />A36 <br />STEEL <br />PAINT <br />el <br />4 <br />ANGLE 3' X <br />3' <br />X <br />3' <br />6' <br />A36 <br />STEEL <br />PAINT <br />fl <br />8 <br />ANGLE 4' X <br />4' <br />X <br />Y4' <br />4' <br />0' <br />A36 <br />STEEL <br />PAINT <br />g1 <br />40 <br />ANGLE 3' X <br />3' <br />X <br />Y4' <br />5' <br />4 <br />3/8' <br />A36 <br />STEEL <br />PAINT <br />hl <br />40 <br />ANGLE 3' X <br />3' <br />X <br />K' <br />3' <br />5' <br />A36 <br />STEEL <br />PAINT <br />ji <br />23 <br />ANGLE 2' X <br />2' <br />X <br />Y4' <br />10' <br />0" <br />A36 <br />STEEL <br />PAINT <br />k1 <br />1 <br />ANGLE 2' X <br />2' <br />X <br />Y4' <br />9' <br />9' <br />A36 <br />STEEL <br />PAINT <br />m1 <br />26 <br />ANGLE 2' X <br />2' <br />X <br />Y4' <br />3' <br />11' <br />A36 <br />STEEL <br />PAINT <br />nl <br />4 <br />PLATE 41' <br />X <br />Y4' <br />4' <br />7" <br />A36 <br />STEEL <br />PAINT <br />PI <br />4 <br />BAR' 3' <br />X 1' <br />5' <br />4 <br />1/4' <br />A36 <br />STEEL <br />PAINT <br />ql <br />4 <br />DECK PLATE <br />30' <br />X <br />3X <br />20' <br />0' <br />A36 <br />STEEL <br />PAINT <br />rl <br />6 <br />DIRT PLATE <br />43' <br />X <br />Ws' <br />20' <br />0' <br />A36 <br />STEEL <br />PAINT <br />sl <br />10 <br />ANGLE 2' X <br />2' <br />X <br />Y4' <br />10' <br />0' <br />A36 <br />STEEL <br />PAINT <br />ti <br />2 <br />ANGLE 2' X <br />2' <br />X <br />Y4 <br />7' <br />6' <br />A36 <br />STEEL <br />PAINT <br />ul <br />48 <br />PIPE 2' SCH <br />40 <br />0' <br />4' <br />A53 <br />STEEL <br />PAINT <br />vl <br />B <br />BAR 4' <br />X Y4' <br />53' <br />3' <br />A36 <br />STEEL <br />PAINT <br />wl <br />4 <br />PLATE 21' X <br />Y2' <br />2' <br />1' <br />A36 <br />STEEL <br />PAINT <br />BOLTS <br />104' <br />BOLT, NUT <br />& <br />LW <br />0' <br />2' <br />A307 <br />CAD PLATED <br />6 <br />zY4' BOLT, NUT <br />& <br />LW <br />0' <br />2 <br />1/2' <br />A307 <br />CAD PLATED <br />2 <br />7" -i � 31-5' <br />%.o® �tAAGQ /® ®p® <br />4 YERB0 •. <br />Cs ON • 5� �p <br />_ e _ <br />®E 793'5 w = <br />®pBPO4fOFIQ'+ ®%a`a <br />SUBMITTAL # DATE <br />1 11/13/11 <br />EVISIO ATE <br />Q 11/22/11 <br />1. <br />3' <br />3- 2� <br />e <br />f*jjajiIVED <br />u o6 nil <br />Divlslan of & safety On, <br />Mining <br />4 - PLATE GUSSET 2 CABLE CONNECTION MK# wl <br />DIVIDE CONSTRUCTORS, Inc. <br />GENERAL CONTRACTING <br />543 2nd STREET (970) 532 -3761 <br />BERTHOUD, COLORADO 60513 <br />OB <br />ELEVATED CONVEYOR <br />CUSTOMER <br />VARRA <br />ARCHITECT/ENGINEER <br />MAGGI ENGINEERING <br />BUILDING AREA <br />CONVEYOR SECTIONS <br />WELD SPEC. RAWN By PDH SOB NUMBER <br />AS SHOWN ir <br />OLT SPEC, CHECKED BY �j 11040 <br />AS SHAWN 11 1 <br />AINT AS SHOWN AINT PREP SHEET NUMBER <br />OLES AS SHOWN ATE 10L <br />