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f _ <br /> 1 taf,la INO- x <br /> I ii 1 N. <br /> 1 <br /> I - ;tip to pt, <br /> ... , 1 . . <br /> , .)// <br /> \ , <br /> V . , 1 <br /> I <br /> Z _ ____ _ _,/, / <br /> ,, • <br /> , , - / <br /> owlmmetlbeameglooloOMJ ' '....." <br /> 4 v o <br /> v s <br /> qi <br /> NJ <br /> q .1 Q' I I 4 X <br /> v, 1 • .: e <br /> t. <br /> ,... ...) 1 7 <br /> N N .r J <br /> q J tr <br /> n N ( Y NI <br /> 1;---r 44 .4) I I <br /> v <br /> 1 � 1 N I ft- <br /> )/ <br /> I _ I _ <br /> I r I <br /> h <br /> • • <br /> NOTE: - <br /> The balloon framing of 2x6 Timberstand studs on this side wall will deliver wind loads from the floor <br /> up to the top plates of the sheathed roof.The lake side window wall braced panels will therefore not <br /> have to provide full bracing capacity. <br /> The concrete wall on the lower level will act as bracing for the lower lake side window wall. The lower <br /> lake side braced panels will therefore not have to provide full bracing capacity. <br /> `) 1x u W6.LL ( sc.fz .- r Floc 1.4 /0o 449- <br /> d ,6�t..L <br /> LLLLwas canny 111111111119 erre or I.? c S Lo,-lo LAICc L3L.jp ' <br /> Larson �the I an a duty <br /> Ibigionur wider, <br /> he,���► Inc sof State ot�owe.ofa �tz�,�a . -c,.�. <br /> siL � O- e.,-„--.4„.._, SGu cjz t312as L. er <br /> inlernsiongbisswingecomeast.nees��a <br /> G -•" .7;7:5 d I I Menai 07831 comm.No. j 1.SL G J r3' <br />