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<br /> HSS PER PIAN W/ (2) Y"4 AND SET W/ EPDXY #3 x 1 -6 AT 16 OC Seattle,WA 98134
<br /> ' HSS PER DE� 3/S2.0 THREADED RODS IN EPDXY THRU (EMBED 3") �4 AT 16" OC P: 206.631.8442 ( www.oaips.com
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<br /> PSM CONSULTING ENGINEERS, INC. �
<br /> 2� SEE ARCHT FOR DIMENSION �E� �� -� �1 2200 SIXTH AVENUE, SUITE 60] �
<br /> � � SEATTLE, WA 98121
<br /> � � P:206.622.4580 F:206.622.0422 A
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<br /> , 0 -0 1. COORDINATE DIMENSIONS WITH ARCHITECTURAL PLANS. DIMENSIONS ARE CONTROLLED BY THE ARCNITECTURAL DRAWINGS. ANY DISCREPANCY IN -� — — ---- �� � r i-- � ---- ' •
<br /> DIMENSION BEfWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE ENGWEER'S ATTENTION.
<br /> 1'-0° PER ARCHT 9'-6" AT OVERHEAD DOOR 8" � ', SI182t NO / TItI@:
<br /> 2. ALL EXPOSED SL4B SHALL HAVE THICKENED EDGE SLAB FOOTING PER CfS2.0. S�.O
<br /> 2.
<br /> 3. (N) SOG TO BE PLACED OVER WELL PREPARED SUBGRADE. RETROFIT
<br /> WALL ELEVATION 4. (E) PANEL RESTRENGTHENWG TO BE DONE PER ELEVATION�PRIOR TO SAW CUTfING OF (N) OPENING. I�YPLAN
<br /> scA�E� 3/8�� _ ► � -o�� q D E TA I L F 0 R .
<br /> NEW OPENING
<br /> Project#: 1000981
<br /> 0 copyright 2017
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