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W.. .... ___ _.. <br /> .... . . _..... ._.._ ._ �... � e--I <br /> Q <br /> � <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 <br /> r <br /> � � <br /> � Z Q <br /> 4'-0" <br /> ; �� \ MAX � <br /> / <br /> ; � U W <br /> � 5 i � <br /> S�.� \� �/ � �j"'..4 ��"�.,��"4 t �-.,l h�i J � <br /> � / i.e, <br /> 5" <br /> ���.�. �-r• � <br /> MAX j� +��..e.,�.c w/ W <br /> ; � ����i���,� � N � <br /> i -,p..� '`�'G ::l�'�`. '.� L.L <br /> � k; <br /> 3 � <br /> S3.1 � _ � <br /> o Q O � <br /> ' ' N <br /> 0 <br /> 1�-0�� � � � Z <br /> 1 � � <br /> i` <br /> S31 � � Q Q <br /> � � � � <br /> 4 Q Q � L� <br /> ; � <br /> � 1 S3.1 S3.1 � � W � <br /> � S3.1 � � � <br /> ; <br /> �� � FOOTING PER PLAN BEAM PER PLAN � \ O O W Q �y <br /> ELEV+1.1" / � �� � � � � <br /> � _ _.._ ._ _� � . ELEV 0'-0"� � e— �yJ � /1 � <br /> _. ... _.__._ . e__.._. _. .._..__ _.__..._ . . ��___ . .. <br /> ' � � _ � � � � <br /> I � � � � � <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" <br /> ■ <br />