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' le E- : I{ r it ��Y. <br /> NOTE: A. <br /> COLUMNS MAY BE SPLICED AT <br /> DECK LEVEL. PROVIDE SIMPSON <br /> BC8 @ SPLICE. <br /> 4'-0" <br /> MAX 1" <br /> REPLACE JOISTS PER PLAN. (2) NAILS @ 6" <br /> OC INTO EXIST RIM <br /> SLOPE TO MATCH EXIST& <br /> PROVIDE SIMPSON U210 I EXIST GYPCRETE <br /> HANGER EA END TOPPING&SHEATHING <br /> REPLACE BEAM PER <br /> PLAN &ATTACH W/ <br /> SIMPSON HUC HANGER " <br /> REPLACE EDGE <br /> BOARD W/LIKE KIND __ <br /> REPLACE EDGE BEAM REPLACE BLKG W/LIKE <br /> BEYOND PER PLAN KIND WHERE REQ'D EXIST JOIST <br /> (1) 5/8" DENSE GLASS PROVIDE NEW <br /> SHEATHING TO MATCH i <br /> EXIST WHEREVER �- EXIST COL <br /> CONT PT COL SHEATHING IS ROTTED PER PLAN <br /> PER PLAN,TYP v <br /> 2 v <br /> Cipt SECTION <br /> SCALE: 1" = 1'-0" <br /> c-�gVY C ; <br /> of WASE S' <br /> O <br /> C.,,,,, <br /> .�1` 375 (5\ <br /> sSIONAL ' <br /> 08/1 /16 <br /> C HOLLY DRIVE APARTMENTS DECK REPAIR Y DATE 06/15/16 SHEET <br /> 9615 HOLLY DRIVE PROJECT NO. 6032.10 <br /> ENGINEERING EVERETT, WA 98204 , SCALE (1�1 <br /> TITLE DRAWN BY JCS S\-1 <br /> 250 4TH AVE. S., SUITE 200 V <br /> EDMONDS, WASHINGTON 98020 NEW DETAIL <br /> PHONE(425) 778-8500 CHECKED BY RMK <br /> FAX (425)778-5536 _ REFER TO 41 3.1 REV 2 APPROVED BY DMT J <br /> PLOT DATE 8/15/16 FILE NAME' SS-1 -- _ <br />