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� __ _ <br /> _. __ _ _ _ _ <br /> DBL 2x 20 . <br /> RIM S9.0 PT 4x4 <br /> -------- ------------- - TYP . , , <br /> � - - - - - - - - � <br /> i PT 4x8 FB i <br /> I C� v o I <br /> i � o w i <br /> I x o I <br />�� � N � � � <br /> 4 � I � � � I � <br /> S9.Q � � � <br /> I LED ER I ' ; �; ��:;.; <br /> - - 6x10 CON . H R � ,; � <br /> - - <br /> GT (3) x10 HDR � � �.� ,� � i�, � '. � �. �; <br /> ABOVE <br /> � <br /> 2 2x6 HDR �� � � �':� � � � t� f � ��� <br /> � �) � I �� �a� � ���: <br /> - � � � �� ���fixt�f Wn�i, 5�it'�2�p , <br /> ' o t�z��(ar��;.N�u�h��rg#qn R�4�33 <br /> I � z 1 � � `4��4��Il��f �,4���6�$�2(�� <br /> i o ' a ' � o ��krj �Wc�����r:��f�r�tt�e��r� .: <br /> � � (E�- . o i �t- , � z <br /> �� � � � � � <br /> � � � � o � <br /> a I <br /> o� N�- 5052 REGISTERED <br /> � N � 6x6 � ARCHITECT <br /> GT <br /> � g AB VE � 3 9 MID LEVEL � <br /> 4X6 S9.0 6x S9.0 S9.0 LANDING ROBERT E. WEIBLE <br /> ---- 4x6 <br /> � .125 13 DR P M �--- , - ----- ' <br /> �� � _ ___ ___ _ 3 $x9 GLB FB STATE OF WASHINGTON <br /> -—- - - - - - - - - - - i __. �...._ ._.._.. O i� !i <br /> � STAIR � � _ _ � — - - - - - - - <br /> --- ; "° :°° a. °�� <� Q <br /> T - <br /> ABOVE ��l i \�FRAMING j I 4x8 ' I � � I \��FRAMI C�'/ I <br /> � ili� � �I - - - / I � -' \ / I': <br /> FfXTURES !II� -�j1 � B RI G � I � 1 I � I � � o I � > �'� / ! I � <br /> � ABOVE ill� `� tl \ W i � i � / � � i � � � � � X I � � o � / �� � <br /> I I � \ / ol � � x X ^I o z \ / I . ,., <br /> i�I�I I� \\ B L / ( � �� jC I� (f) � I � � N / \ C�j I I S c Q � �,. �.e�a. i <br /> I!I /�I o � Co /\ NI c�n c.i � E `v � ��� I --' '�x10 C4�[ ` ; <br /> _ � <br /> .� <br /> � JJ N I i IN �/ \� � I - --� �-- L- � � � I � 1 0.C 22GA CON T. STRAP � <br /> � �---,=� � --� <br /> I _ -i c� (� �� �� � � � d- ( � � j � FROM FLOOR BEAM .,. I -� <br /> � I � I I / \ � � `v �� I � �I �� ��o l J \ � <br /> , I � � i � � BEAM � I o@� �- � 'I � � X I / � I TO MID LANDING <br /> -- _I � z � i � I � AT M10 � �� � ( i � �I �x� N � / � ��..BELOW. � <br /> � �� i , I � I I / LEVEL � i � � � � o �i ,� �� � i / � r CANT. 4x10 -8 � . <br /> �(-� �T� 1- -i o� �� (2 2x 0 _ �� �__LANDING � ' � x � !(2)2x10 FB� �� ° �= <br /> I i � I � � � - � � cv - -- <br /> BELQW � <br /> � I I � I I � � N 4 4x8 ; � ' ' ' ' ' MID LANDING U <br /> I � � PO T 8 < a ' $a s <br /> II II S 1 0@16" OG - --- i BOE Y <br /> GT � � <br /> � ABOVE I� I I I � 9 YP. U.N.O. - --- --- -- ' 4x8 � `� <br /> � <br /> � 1 � S9'� GL 6. 5X19 5 F � � a <br /> � � I I I x �_ 6 6 � � <br /> 4x6 � -- =- � - - - - - - - - - � <br /> POST (2� � GT ABOVE � 59.0 � <br /> 125 3.5 QRO BE M <br /> � � <br /> _ �� L S210 3 <br /> i � � <br /> I a � <br /> C� i C� � <br /> i � ' O ' @'V p '� <br /> O o <br /> co � �I �p� I 4^ o U <br /> l a J 6 Q I z Q <br /> 6 , 0 1 59.0 � o� <br /> S9.0 X S9.0 � x~ � <br /> . ' � N � m i' N m � <br /> � •- <br /> GT � � � (3 2x10 (3 2x10 N � S9.0 � � <br /> � ABOVE , � � ��I a� I o r' <br /> --------- <br /> � x� u� � c�. c <br /> � r,� I � N <br /> i � JI� > , o � <br /> � GT ABOVE �I J CONTINUOUS <br /> � � <br /> o CS16 W/ <br /> _ � -. . . .-. . , . - . . . - . . - - - - - <br /> . . . . . . . . . . . . . . . . . . . 5�'ax19�/z. LB .H .R. . . . . .. .. . . . . . : . . . : . . . BLOCKING � <br /> � I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.� . <br /> N �. . . . . . . . . . . . . .'. . . .'. . . .'. .'. . . . . . . , . . .: , . . . � Z c,fl <br /> I . . � <br /> N I.�. . . . . . . . . . . . .. :. . . I � MST60 Q ;; o <br /> - - - - - � MST60 �'. . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . _._. ..__ . ._. . ._._. .. . ._ . ._. .__. ._ � �., � o <br /> . <br /> - - - - <br /> (3)2x10 HDR I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOOR ABOVE '4 � <br /> -_ -- . . . . . . � <br /> � (2 2x8 HDR �9.0 -- -- ---- -- S9.0 Q <br /> BLOCKED MST60 � � <br /> 13 �3 DIAPHRAGM <br /> S9.6 59.6 � <br /> oH oH ~ � <br /> � � T � <br /> mQ <br /> � <br /> � � > <br /> UPPPER LEVEL MAIN LEVEL C� � o <br /> U N I T � FRAMING PLAN U N I T G FRAMING PLAN ~ � <br /> � <br /> 1 f4"=1'-0„ - ��4.,_��_��� <br /> 0 <br /> � <br /> y T <br /> � a �� <br /> � � <br /> � <br /> r <br /> � � <br /> � <br /> � , <br /> � � <br /> li � <br /> O � <br /> � � � <br /> � � 0 <br /> FLOOR FRAMING NOTES W � ° U <br /> t� � _ � <br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTION � � y � <br /> FB FLUSH BEAM � <br /> � <br /> J � � � <br /> HDR HEADER EXTENT OF FRAMING � � L O <br /> � GT GIRDER TRUSS � O ; Z <br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) � W = <br /> FOR CAMBER INFO.) `�"� � <br /> FLOOR JOISTS ARE TYPlCALLY '_ �I <br /> 2xT0 AT 16" O.C. �► <br /> � (2) 2x STUDS UNO BY OX , WNERE X=NUMBER OF STUDS U.N.O = � <br /> � <br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE C� a <br /> FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET S1.0. 'r � <br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE � a <br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BtJNDLED STUDS ; VENT DUCTING <br /> , <br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS � <br /> � UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS _ � � Job No.: 13-47 <br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. ----� � <br /> � Sheet No.: <br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. � <br /> � U14 <br /> Sheet Order: A B U F R E S D I � <br /> _ <br />