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E—� E--' - - - ; � � � I � � I � I � I � i I �� �~ BUILT— UP 2x6 � � ( � t��— — �� ` �'� POST P£R PL.AN I � � � y�'—� I x I x ( � �� M� W 2x6 KING STUD ONE SIDE � I W � w I w � W I � �� � � � � ( � � ( ( � �- 2 TYPIGAL BEAM BEARING SCALE : 3 4" = 1 ' _ 0 " I � I I � I ���� � f � � 5101 I I I � ' ��`�� �` ---P EXISTING � �_� ��_.�_ H �6E � � designed by KRM drawn by � RM p /� /� AI checked by TDN s�� FRa� a � c ��ar� s � � � � � I � J`—'� �� � � � � � f-1, 1 V SCALE ; 1 /4 , � � � , � � „ FOR HEADER SIZE ISSUed PLAN NC? TES : PERMIT 05 21 �14 PROVIDE A MINlMUM 1 . P4STS BELQW ARE INDICATED : � I� EV� SED (� � 129 14 OF C�NE KING 5TUD , 2. DESIGN SNOW LOAD = 80 FSF o� as sP �ciFiE� o�v REVISED 1 Q /15 /14 �' �.A� 3. FIELD VERIFY ALL EXISTING CONSTRUCTION . ----- POSTS SPECI �IED QN PLAN 4. ALL CONSTRUCTION SHAL� BE IN CONFORMANCE WITH THE 2012 IBC. INDICATE TRIMMERS 4NLY AND Dt} NOT WCLl1DE KING STUDS � TYPiCAL WINC? 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