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ENGINEERING
<br /> 250 4TH AVE. S., SUITE 200
<br /> 4'-6" 4'-2" 6'-9" 12'-11" EDMONDS, WASHINGTON 98020
<br /> PHONE (425) 778-8500
<br /> 2-0
<br /> S POST TO BE REMOVED, FAX (425) 778-5536
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<br /> DESIGN: BTJ
<br /> STAIR FRAMING PLAN DRAWN: JCP
<br /> 1 SCALE: 1/2" = 1'-0"
<br /> CHECK: DMT
<br /> *-- - -;�KT�I ei�c�.t s -t-o ��'. 2'-0" 0 1'-0" 2'-0" 4'-0" J O B N O: 1 81 89.1 0
<br /> """-t-`�v°`�ti w� �s�'v".'a``.�, DATE: 07/02/18
<br /> 1'-0° � ��'� ��'G- l D �$.d-. `T`'(f'.
<br /> PLAN NOTES: 1
<br /> NP 3 16
<br /> 1. ALL STRUCTURAL STEEL SHALI BE Z
<br /> HOT DIP GALVANIZED.
<br /> 2. CONTRACTOR SHALL VERIFY LANDIN6
<br /> HEIGHT& EXISTING GRADE PRIOR TO HANDRAIL �
<br /> STEEL FABRICATION. EXTENSION TOP
<br /> & BOT OF STAIR �
<br /> Z
<br /> �ELEV+120.0° O
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<br /> � Z Q
<br /> 4'-0"
<br /> ; �� \ MAX �
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<br /> 5"
<br /> ���.�. �-r• �
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<br /> �� � FOOTING PER PLAN BEAM PER PLAN � \ O O W Q �y
<br /> ELEV+1.1" / � �� � � � �
<br /> � _ _.._ ._ _� � . ELEV 0'-0"� � e— �yJ � /1 �
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<br /> � SHEET:
<br /> � i � � i
<br /> ��—"� 14'-10" ��_��
<br /> 2 STAIR ELEVATION
<br /> SCALE: 1/2" = 1'-0"
<br /> 2'-0" 0 1'-0" 2'-0" 4'-0"
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