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16" STAINLESS STEEL CABLE <br />RAILS. SPACING MUST <br />REJECT A 4" SPHERE. <br />WELDED STAIR TREAD <br />CLIPS SEE DETAIL <br />4x12 HARDWOOD STAIR - <br />TREADS ATTACHED WITH <br />CONSTRUCTION ADHESIVE <br />AND SIX HLGM278 WOOD <br />SCREWS <br />PRE -DRILL HOLE IN CONCRETE <br />FLOOR AND INSTALL STAIR <br />BASE STUD INTO SIMPSON SET <br />22 EPDXY. <br />CONCRETE SLAB <br />X. <br />x x <br />1 DETAIL <br />S5.1 <br />SCALE: 1 "=1'-0" <br />DETAIL <br />SCALE: V=1'-0" <br />PREMIUM PAINTED FINISH <br />ON EASTERN METALS 2x2x4 <br />6061-T6 SQUARE TUBING. <br />PRE DRILL FOR CABLE <br />RAILS. <br />PREMIUM PAINTED FINISH <br />ON EASTERN METALS <br />28-63-256 RAIL CAP FULLY <br />WELDED TO POSTS. CAP <br />ALL OPEN ENDS AND GRIND <br />SMOOTH FOR PAINTED / <br />FINISH. <br />PREMIUM PAINTED FINISH ON 4 x 2 4 x 2 4 5052-H32 <br />ALUMINUM PLATE. PROVIDE CENTERED, T6 THROUGH <br />HOLE AND FULLY WELDED ASME 1318.2.2, 112-13 <br />ALUMINUM NUT ON TOP SIDE. FULLY WELD PLATE, <br />CENTERED, ONTO THE BOTTOM OF THE TUBE POST. <br />GRIND SMOOTH FOR PAINT. <br />fly <br />4x12 HARDWOOD STAIR <br />TREADS ATTACHED WITH <br />CONSTRUCTION ADHESIVE <br />AND SIX HLGM278 WOOD <br />SCREWS <br />DETAIL <br />SCALE: 1 "=V-0" <br />%10 <br />__- <br />0 0€ <br />S <br />0 o 3 <br />0 0€ <br />€ <br />0 0( <br />o OE <br />3'-2" <br />HSS 8x8 STEEL TUBE <br />STRINGER. ATTACH TO <br />CHANNEL WITH WELD <br />STUDS AND 1/2-13 <br />GRADE 5 HEX NUTS. <br />NOTE: COUNTERBORE <br />AND THROUGH HOLES ON <br />RAIL POST TREADS ONLY <br />g „ �HROVGH HOLE <br />e2 r, <br />OFFp <br />CO��T�RgoR� <br />24 <br />DETAIL <br />$" TYPE "X" PAINTEC <br />GYPSUM BOARD AT <br />SEPARATION WALL <br />3/4" <br />ALLOWED <br />- FOR <br />FINISHED <br />FLOORING <br />8" TYPE "X" PAINTED <br />GYPSUM BOARD AT <br />SEPARATION WALL <br />$" TYPE "X" PAINTED <br />GYPSUM BOARD AT <br />SEPARATION WALL <br />NOSE EDGE (BETTER EDGE) <br />DETAIL <br />SCALE: 1 "=V-0" <br />DETAIL <br />SCALE: 1 "=1'-0" <br />0 <br />o NovEs <br />NOTE: PROVIDE 2 4"O O.D. x z" <br />THICK PLUG FOR EACH <br />COUNTERBORE HOLE <br />V-2" _ I _ 21" <br />3'-72 ' <br />3 z x11 4 x 3'-72' HARDWOOD TREAD; UNDERSIDE (WORSE SURFACE) SHOWN ( USE WORST UNDERSIDES AT LOW TREADS) <br />1'-2" <br />TUBE STRINGER. <br />SEE DETAIL <br />L0 r <br />O 0 <br />cM <br />e � <br />�; tO V <br />CL LL U <br />2 <br />O <br />� U <br />> O <br />J Z <br />m a! <br />m W <br />U W <br />cn N Z <br />C—_ <br />M W <br />J J <br />LL W <br />m <br />Q <br />M a <br />ti <br />� Z. <br />. <br />m� in <br />* <br />:'dj!b v <br />Q O; m� <br />o <br />F- v; �� <br />O <br />®,A,'88Bi111P�maa� <br />a. <br />o� <br />W <br />H <br />Q <br />Z <br />O <br />G7 <br />W <br />w <br />p-iH U Z w <br />u-wwz<z< cn o <br />W J m�C*4pF--� <br />W m W W O m N cn w w <br />�0-00>UQZ>-Wh-- <br />OQa>=Zoo - LL <br />~ W ww0-E--wO <br />Q(D 0 W m0 W <br />WZ <br />�=-�}�F-W=�E2=i <br />}_jF_cn002F_ W ujm <br />F O W Z Z~ LU Q O <br />Z <br />Z== <br />Y Q I— co U~_ O W a <br />U� w W U H W <br />0 0 O w <br />L] <br />i <br />V 0 <br />- <br />Ld <br />0 <br />g p <br />LJ <br />0. <br />W <br />/� <br />O <br />Q <br />LL <br />Lu <br />®DE_ <br />Q_ <br />L1J <br />> <br />Lo <br />m <br />M <br />ui <br />N <br />JOB NO. <br />E19-751 <br />DATE <br />02/04/2020 <br />DRAWN <br />SLC <br />DESIGN <br />JWB <br />STAIR DETAILS <br />SCALE: 3"=I'4' <br />S5.1 <br />