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Clark Johnson TEL �637-2949 May 08 �9� 10 �08 No .003 P .02 <br /> J . C LA R K J 0 H N S 0 N � BFLLEVUE?WA A98004E' <br /> CONSULTING ENGINEER F �zoe� 637-2949 <br /> MATER�dL: 7/i6" O.S.B. <br /> SIDES USED: ONE <br /> NAILING: 8d � 6"o.c. AT EDGEa <br /> 8d � 12"o.c. AT FIELD <br /> BLOCKING: YES <br /> CAPACITY: 260 Ibs./tt. <br /> i <br /> MATERIAL: 7/16" O.S.B. <br /> SIDES USEO: ONE <br /> NAILINC: 8d � 3"o.c. AT EDGES <br /> 8d m 12"o.c. AT FIELD <br /> i � <br /> BLOCKING: YES <br /> CP,PACITY: 490 Ibs./it. <br /> = SILL PLATE TO FOUNDATION CONNECTION: <br /> 1/2'� x10" A.B.'S � 24"o.c. OR 1/2"d <br /> PARA90LTS W/ 2-i/2" MIN. EMBEDMENT <br /> � 24'�o.c. OR SIMPSON MA4 � 16"o.c. <br /> m 2r4 SILL PLATE & S�MPSON MA6 m <br /> 24"u.c. � 2x6 SILL PLATE <br /> WALL IDENTIFICATION : O <br /> � EXTERIOR WALLS <br /> (ALTERNATE) <br /> CONTRACTOR NOTE: <br /> THIS SHEARWALL TYPE MAY ONLY BE USED AS AN ALTERNATE <br /> fOR EXTEkIOR SHEARWALLS ORIGINAL�Y CALLED-OUT AS rTY�PQE ,�ONE. <br /> ��� <br /> �- o '� SW-� <br /> JOB: MERRILL CREEK PHASE II — F^,;T cW{K✓oy <br /> LOCATION: EVERETT, wa. ; <br /> I <br /> CUCNT: METCO CONSTRUCTION � <br /> �+°a�+ <br /> DATE: 5/6/97 PAGE: '� slQp � <br /> BY: T. RINES p�-; 4 p�ppy 1Q.P2_ <br />. _ <br />