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ENGINEERING
<br /> EXIST POST TO BE REMOVED 250 4TH AVE. S., SUITE 200
<br /> EDMONDS, WASHINGTON 98020
<br /> 3'-2" 8'-0" 7'-0" 14'-1" PHONE (425) 778-8500
<br /> 2_� SS FAX (425) 778-5536
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<br /> DESIGN: BTJ
<br /> DRAWN: JCP
<br /> 1 STAIR FRAI�/IIN PLAN
<br /> CHECK: DMT
<br /> SCALE: 1/2" = 1'-0"
<br /> 2'-0" 0 1'-0" 2'-0" 4'-0" J O B N O: 1 81 89.1 0
<br /> ���sc�`� '�'� DATE: 07/02/18
<br /> 'ta CZtE�Ka�J �T��t voc,ti
<br /> PLAN NOTES: 1' �' � w� �� ����`y Z
<br /> 1. ALL STRUCTURAL STEEL SHALL BE TYP P�- l�L� 1 a l `4 .�
<br /> HOT DIP GALVANIZED. 3 16
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<br /> 2. CONTRACTOR SHALL VERIFY LANDING
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<br /> HEIGHT& EXISTING GRADE PRIOR TO
<br /> STEEL FABRICATION. HANDRAIL �
<br /> EXTENSION TOP
<br /> &BOT OF STAIR
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<br /> �ELEV+120.6" � �
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<br /> . _ 4'-0" /
<br /> � /� MAX U W
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<br /> � MAX S'cA,Rs "ra O'Z�
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<br /> � � � FOOTING PER PLAN BEAM PER PLAN � � � � / ^
<br /> ELEV-2.3° i /� � �� � � �� W v f �
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<br /> � � _ � a a � SHEET:
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<br /> ��—�� 14'-7"
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<br /> STAIR ELEVATION
<br /> 2 SCALE: 1/2" = 1'-0°
<br /> 2'-0" 0 1'-0" 2'-0" 4'-0"
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