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TERMINATEM 2X8 HORIZ RAILING <br /> AND 2X4 TO 4X4 PT OF NO2 tEL <br /> POSTS EA ENO OF RAIL. BOLT TO STRUCTURE <br /> WITH MIN. OF €21 711$' OALY. BOLTS WI <br /> NAIL HORIZ 2X6 TO VERT 2X4 WASHERS. SECURE TO LAMING STRUCTURE. <br /> WITH 101) GALV NAILS 12' MIN. <br /> • 4 O.C. TYP, MAX. RAILING SPAN 8' <br /> MEASURED ALIGNED TO STAIR <br /> z €2) €8O GALV. NAILS n <br /> BALUSTERS TO VERT 2X4 :5 <br /> RAILING TYP. * ' r3 <br /> ALT. 2X4 <br /> 5' MAX BALUSTER LOCATION GRAB RAIL <br /> SPACING AS REO'D <br /> Ili <br /> § <br /> A <br /> 4e/1i° <br /> ti Ilip ;i <br /> cr <br /> d 411101 1- <br /> o I III I M <br /> I v <br /> s ; <br /> 14 1 <br /> f. <br /> V ", <br /> ,.e _ 36'-40' MAX, <br /> TREAD MAT'L TO <br /> - BE MIN. 1.25' <br /> TREADING <br /> Ili 1L25' _ <br /> (3) 18O GALV NAILS {" <br /> BALUSTERS TO 2X12 <br /> STRINGER TYP, <br /> .siwa.. <br /> . 5.5' SCAB 2X6 PT <br /> OF SS. NAIL TO 2X12 <br /> T.TS MAX RISER FOR RUSE Tw*,- WITH teD AT 12' O.C. <br /> MIN. TREAD 1 O• RAISE STAGG I SPACED <br /> DESIGN NOTES <br /> TOP 2X6 HORIZ. RAILING 102X4 YERT.Is DESIGNED <br /> TO RESIST 200L8 MIN. LATERAL LOAD AT ANY PLAICE <br /> STRINGER FROM 2Xt2 PT ALONG TOP OF RAILI P S 5 ANY DIRECTION LO <br /> MANSFERED TO 5.WP T1NG STRUCTURE AS SHOWN. <br /> D.FIR SS LEAVE 5.5' MIN. BALUSTERS WHEWSPACE) AND, NAILED AS NOTED) WILL <br /> RES I ST A MIN. OF 50LB'L 1N FT AT ANY LOCATION 1rH <br /> TRAJD TO SUPPORTING STRUCTURE, <br /> 36 " WIDE STAIR / RAILI \ G <br /> DETAILS <br />