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TOP RAIL PER <br />HANDRAIL ELEVATION <br />PT 44 H F #2 <br />HANDRAIL POST <br />PL 1/4 x 3 x 0'-3" <br />0 <br />SIMPSON DTT2Z <br />5 <br />DECK TIE <br />EXIST SHEATHING <br />AND NAIUNG <br />EXIST JOIST, <br />Ln <br />BEAM, OR RIM <br />Ll <br />(I 1 +1 <br />EXIST DBL RIM <br />OR BEAM <br />1/2"0 THRU BOLT <br />W/ PL 1/4 x 3 x 0'-3" <br />_UCTinm <br />0. <br />NOTE; <br />FOR NOTES AND DETAILS <br />NOT SPECIFICALLY CALLED <br />OUT, REFER TO DETAIL 1. <br />l <br />PY%' V 0 � " 0 Y -LL LL_U 9pII LA <br />BLKG FOR EXTENT OF STRAP <br />NOTE. <br />AT SIM SECTION, CONNECT HANDRAIL POST TO 4x1O BEAM END <br />W/ 5/8"0 LAG SCREWS AND PL 1/4 x 3 x 0'-3" WASHERS. <br />PROVIDE MIN THREAD LENGTH OF 5 1/2 INTO BEAM END. LSTA IENGINEERING <br />STRAP NOT REQ'D AT SIM SECTION. 250 4TH AVE. S., SUITE 200 <br />TOP AND BOTTOM ED ONDS, WASHINGTON 9802 <br />RAIL PER HANDRAIL PRONE (425) 778-8500 <br />ELEVATION TOP RAIL PER FAX � 25) 775-55�5 <br />UAh19P'9�LDAH M C®®ATInNI <br />NOTE; (DIRECTION VARIES) �- EXIST BEAM PER <br />1, FOR NOTES AND DETAILS NOT PLAN <br />SPECIFICALLY CALLED OUT, REFER TO <br />DETAILS 1 & 2. PROVIDE FULL DEPTH 5/8"0 THRU BOLT <br />2. FOR JOISTS PERPENDICULAR TO RIM, 2x BLKG FOR EXTENT W/ PL 1/4 x 3 x 0'-3" <br />(REFER TO DETAIL 1. OF STRAP EA END <br />