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ROOF TRUSSES <br /> �ABOVE <br /> N07E: TALL WALL <br /> I� �I HAS NOT BEEN <br /> DESIGNED TO <br /> ACCOMODAlE GIRDER <br /> TRUSS BEARING <br /> o�'oi o `o <br /> U `� o� N� <br /> �' �� � � � <br /> Q �i� �- ; ' � <br /> �i9�° .� <br /> W p ' o� � � <br /> w o`o � o a <br /> �' � ao pv � � <br /> L� ^ E_ � 3 <br /> �a o o � � <br /> � o��_"e w < <br /> � �p o a <br /> � �aCW O <br /> � v c <br /> c <br /> �� � v� o� � N <br /> a;p p o � <br /> _J �too o � � <br /> a.�� c o <br /> Q L �a d V`! v`Wi '�c° <br /> � <br /> L.� <br /> � HEADER - SEE <br /> PLAN <br /> ~ (3) 2X6 KING STUDS <br /> _ <br /> � (1) 2x6 TRIMMER <br /> W <br /> UG OPENIN = 6 <br /> 2X6 STUDS 0 16" OC <br /> (2) 2x6 SILLS <br /> � SIMPSON A35 <br /> U FRAMING ANGLES <br /> � AS SHOWN <br /> a INFlLL STUDS <br /> w SHOWN TO DEPICT <br /> w DESIGN CONCEPT <br /> ONLY. NUMBER MAY <br /> � � VARY. <br /> � TALL WALL AT FRONT ELEVATION STAIRWELL <br /> NO SCALE <br /> �Voigt & Associates, Inc. LEE RESIDENCE / GONYEA -�-1 <br /> STRUCTURAL ENGINEERING SERVICES <br /> 4635 NICOLS RD. SUITE 204 600 PINEHURST COURT,ORONO,MN 55391 i OF 1 <br /> EAGAN,MN 55122 PROJ.#: 2017.xxx REVISIONS: <br /> PH.(651)686-7727 FAX.(651)686-8444 DRAWN BY: RNS DATE: 5/13l2017 <br />