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DBL 2x 20 <br /> RIM S9.0 PT 4x4 � <br /> TYP ;: ; <br /> � - - - - - - - � <br /> i PT 4x8 FB I <br /> . � � c� c� � <br /> i � o W I <br /> I X o I <br /> � N CO J � � <br /> 4 I � � � I <br /> 1 I � <br /> S9.0 � LED ER � � ' <br /> y <br /> GT � 6x10 CON . H R ^ (3) x10 HDR � ;� � � � � � � r� <br /> ABOVE . <br /> 2 2x6 HDR T � � � � � � � � � � <br /> � ) _ �� ' F <br /> i � � `�� ���firc�:t 1hi�t�4��! �t�;�e`�,1� <br /> Io ��x��an���us����t��r '���;�� : <br /> , E � _ , c� �. 4��4�����Q � ��5.���f}�¢$ < <br /> : <br /> , o ' a o 0 1!1!V`���w�;�ntE�l�rc��tc��qr�t�c�s�i <br /> , (F�- o � �- , � z <br /> � z � ,- � <br /> �� I � � <br /> , � i , � <br /> o� ( X f- 5052 <br /> i._._ REGISTERED <br /> � N � N 6x6 ARCHITECT <br /> GT <br /> � g AB VE � 3 g MID LEVEL � <br /> LANDING <br /> 4x6 S9.0 6x Sg.p S9.0 ROBERT E. WEIBLE <br /> ------- - 4x6 <br /> - ----- <br /> � .l 25 13 DR P M I\ /I --- --- - � 03 ex9 GLB FB �� � STATE OF WASHINGTON ' <br /> ( <br /> - - - - - - - - - - - - i � STAIR � I _ 4x8 --- i — _. - - - - - - - I , <br /> � \� STAI % ':.,,< <: , , . a <br /> ABOVE � � � ��l i \�FRAMING�� � � � __ I ��FRAMI �' i <br /> lil �I � � � J j< <br /> FIXTURES ill� -yl � ' B RI G � i \ % I I i I � � o I � > �?\ % � � <br /> ABOVE ill� � �I \ W / � j \ / � � � � � � � � X I � w o \ / . a� � <br /> � � / o I � I X x N I -� '� <br /> l ii� �l �� B L � i l �/ X�C� � � I � `� � � N� � � Q � /� I Q �.d I °'- <br /> I Ii /I o � Io /\ N� W � N � ��� � -� �X1 O Q� � � .�., <br /> � I "� <br /> � _S� _JJ N I I i �, \� � I - --� �-- !- ' � � 1 O.0 22GA CONT. STRAP � I � <br /> � �-—���-___-� i � � � � i � � <br /> �' � o � � � l l r`r•, I� �I I � � � I � � ; FROM FLOOR BEAM ° �c <br /> � o I � I I / \ � o �� � I � i o I / � � TO MID LANDING <br /> r __ _I �� I �� �\ I i / ATAMID� ��-" � � ' I m !� \�X�� �, � j �� I� BELOW. � <br /> � � , � , � � I / LEVEL � � � � I i o � �� �� c v � / � p... CANT. 4x10 8 � �; . <br /> r�=� �_•� t- -t o� �/ (2 2x 0 _ �� �__LANDING � � X I I �2) __ \ i/ __ ` BELOW C� � ( � <br /> I N :(_ 2x10 FB� -- I �; <br /> , �� � v � `� � X~ - � � � � � _- - - - $ MID LANDING ; <br /> I� i I I t 1 N 4x8 � � PO T ;..�a � ��� i � <br /> � � � < < � � � 0 C� 16" OC <br /> ABOVE � ��i i ; � 9 � YP. U.N.O. � —� — 4x8 �BO E � �� � � � � <br /> � ; i S9.0 X GL 6. 5X19 5 F � s g � � <br /> � � - - - - - - - - - - - - - <E .� <br /> 4x6 � - =_ ` 9 � � <br /> PQST (2) X GT ABOVE I� � <br /> 125 3.5 DRO BE M ( S9•0 � `'� <br /> ' i� L S210 3 � � <br /> � � s <br /> U � i' U a a' <br /> � � � Q I �'' ( � a�`. <br /> � � I a <br /> u ,' cp Z ,a v . <br /> , � 6 � �� � z 0 <br /> 6 � 0 1 s9.0 �� o� I <br /> S9.0 X 59.0 x~ � <br /> I �" O m,' N � 1 <br /> `v � � � S9.0 .. <br /> GT � � (3 2x10 (3 2x10 ry � cc <br /> ABOVE , i � ��I c� I o T <br /> ----------- <br /> � x� i.n � a o <br /> � � I � N <br /> � � �'! y � � � <br /> � <br /> I � � GT ABOVE �' -' CONTINUOUS <br /> � - - - - - _ CS16 W/ <br /> z . - - - <br /> 5�'axi9�/a LB .N R . . , . . . . . , BLOCKING V� <br /> � I. . . . '. .. . . .' :. . . . . . . . .. .'. � i . <br /> N i. �. _ . i Z � <br /> ' . . . � <br /> ,,� (;. . . . . . ..�. . , .�. .. .I � MST60 Q Q <br /> - - - - - � MST60 �' . . . . . . . . . . . . . . . . . . . . . . . . . . __ - _ . ._._ . . ._ . _ __. ._ I � a o � <br /> _ _ 4 (3)2x10 HDR � <br /> I. . . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . . . FLQOR ABOVE 14 ,�,� c <br /> (2 2x8 HDR S9.0 _- __ _=--�. ._:--._ S9.0 Q <br /> BLOCKED MST60 � � <br /> 13 13 DIAPHRAGM <br /> S9.6 S9.6 � _ <br /> OH OH U V <br /> � '` � <br /> m a <br /> _ <br /> � a > <br /> UPPPER LEVEL MAIN LEVEL � � o <br /> U N I T G FRAMING PLAN U N I T G FRAMING PLAN ~ � <br /> . �J4„_�,_�„ ��4„_1'-0„ <br /> � <br /> 0 <br /> � <br /> � � <br /> � �� <br /> ,,, _ <br /> � <br /> � <br /> � <br /> �1�+ <br /> . � <br /> � ' <br /> � � <br /> �. � <br /> O � <br /> � � <br /> Q� � � <br /> FLOOR FRAMING NOTES W � ° U <br /> � a� � � <br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTION � � s Q� <br /> FB FLUSH BEAM � O � � <br /> _.I � � i <br /> HDR HEADER EXTENT OF FRAMING � � � O <br /> GT GIRDER TRUSS O ; Z <br /> GLB GLU-LAMINATED BEAM (SEE SHEET 51.0 (SEC. 06185) <br /> W I— w � <br /> FOR CAMBER INFO.) � 0 <br /> FLOOR JOISTS ARE TYPICALLY �_ � <br /> 2x10 AT 16" O.C. �1 <br /> � (2) 2x STUDS UNO 8Y XO, WHERE X=NUMBER OF STUDS U.N.O � � <br /> � <br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE O d• <br /> � . <br /> FLOOR SNEATNING SHALL BE AS INDICATED ON SHEET S1.0. 'f� T• <br /> � <br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE ' VENT DUCTING Q <br /> STUDS UNLESS N�TED OTHERWISE. PROVIDE 3 BUNDLED STUDS ; <br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS � <br /> UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS I � Job No.: 13-47 <br /> TOGETHER W1TH (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 />