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DBL 2x 20 <br /> RIM 59.0 PT 4x4 <br /> . , ! ;:; <br /> -- ----- - -------------- - TYP <br /> -,.: <br /> � - - - - - - - I <br /> I PT 4x8 FB I <br /> . i C� v o i ' <br /> I � o w I � <br /> � � x o I ' , <br /> � N co � � <br /> 4 I � � � I �} <br /> S9.0 � . LED ER I � • <br /> � � _ <br /> � <br /> GT 6x10 CON . H R 3 x10 HDR « <br /> ABOVE � ) � I � ' � C � � � � : <br /> , <br /> � <br /> � � �; 1 � � � � � �; <br /> (2) 2x6 NDR , � � � ' <br /> � , � , , <br /> r <br /> � � �� ��t���Q��ffuy, Sllifie ��('�,? <br /> ' o � .���k1��r��1�a�������� :����� ;� <br /> � � � _ � c� ��'�'���������`,��t� �sf 4���i����f���- <br /> � � ' O � O � t ��"'���!'F3�����si�#A�.4I� �ay� . <br /> � � X .. � e � 4 ����ka# , <br /> � . � � � � C� Z ,s.r es. <br /> �C?Z ^ �� <br /> � � � � � <br /> i � � � i p� <br /> I o y- I X�-- 5052 REGISTERED �. <br /> � N~ � N 6x6 � ARCHITECT <br /> GT � <br /> � g AB VE � 3 9 MfD LEVEL � <br /> 4x6 S9.0 6x LANDING <br /> � .125 13. DR P M _�=�----- , 4x6 s9.0 S9.0 - ----- STAT�g OF WA HENGTON <br /> (� �� - --- - � ax9 Gl�B FB I� /� <br /> - � � STAIR � I 4x8 � — - - - - - - - I � / ;, _ <br /> —- - - - - - - - - - - - --- � STAI / `'.,,, ;- ;�.'� <br /> . . °. <br /> ABOVE , T � ��) k \�FRAMING j � � i _ �..._� I ��FRAMI � i <br /> iil \i -- - - I J �' <br /> FIXTURES III� --,�I � i � I ' � � � o I � > �� % I : 'a <br /> ABOVE Ila� � �I � � B RI G � � �� /� I � � j ' o � � X i � w z � / °� � <br /> �- J — <br /> ���� � w � � � \ / ol� � � � � x � �� � � � \ �/ <br /> I a� <br /> '��I �� �� B � � � � \t XI cn � I � � I, ' � <br /> l ll /I Q � 10 /\ c�l cw U � N � �� I �X 10 C9�l ` , L <br /> _� J N `'I ' - --� �— L- I' � . <br /> J x I�- ! \ � ( <br /> `V I I 1 j �� � � _ ' I � 1 � 0.� 2 2 G A C O N T. S 7 R A P <br /> -_ v �' (� � � � ' �-- �- ( � I � FROM FLOOR BEAM ° �c <br /> ' � o � I i I j � BEAM �� � o � �� � � \ � � � j : TO MID LANDING � <br /> I � I � i , I � � ol / \ <br /> _- � �z i � i o m I� � � N I � � �,, BELOW. <br /> I I / AT MID � � � ( I t� �I x � / � n- <br /> � �� i , � i i i LEVEL � � � � i � o 'i ,' `� N i i � r CANT. 4x10 d z <br /> 2 2x10 FB� BELOW � <br /> r��- =-� 1- -1 0°�= �� (2 2x 0 - �� �--LANDING � I i '� � �(_)___\ I/ ° - <br /> � � o � � � X ti - � i i - "� - - - -_ _- p MID LANDING a : <br /> I� I I I � � 4x8 __ i � PO T � � <br /> GT I I I I t � 0 � 16" OG ' ' � � a a $ � � <br /> , �� I � � �_i YP. U.N.O. � ' �BO E I ,a <br /> ABOVE i I I I 9 - --- --- -- 4x8 <br /> i I II I S9.0 X GL 6. 5X19 5 F � 6�6 � <br /> 4x6 � -- =- (2� x - - - 9 - - - - - - - - - � <br /> � POST GT ABOVE � � • <br /> 125 3.5 DRO BE M S9•0 I <br /> 0 <br /> �! L S210 3 � <br /> � � _ <br /> I ' U I Q .m <br /> / � � �- � <br /> O o <br /> C! �' �z I a`. v <br /> I � �� � z O <br /> � 6 � I <br /> 6 , 0 1 S9.o �� a� <br /> S9.0 S9.0 x~ � <br /> c� m,I N m 1 <br /> � � � 59.0 <br /> ABOVE � N (3 2x10 (3 2x10 � � m <br /> � � -- -� �� X I o . <br /> � X� � , � o <br /> �n �.,� I � N <br /> > ' I jl, J ' Q r ' <br /> GT ABOVE .�I CONTINUOUS <br /> � CS16 W <br /> o / <br /> _ �. . �. . - . - . -. . - - <br /> � 5�'ax19�/2. LB .H .R. . . BLOCKWG U� <br /> � I . . ' , . , �_1 <br /> N �.I . . . � Z �p <br /> N MST60 j.�. . . . .. . . . . . . . . . . . . . . . . . . . . . . '. � � MST60 � O <br /> . , . . <br /> . - - - - - � I.� . , . _._. . .__ ._ . __ . ._ . .=. __. _ I ^ o N <br /> �.i. � <br /> � <br /> _ _ 4 (3)2x10 HDR � . . . . . .. . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . FLOOR ABOVE �4 � <br /> __ __ ____ __ ____. . J <br /> (2 2x8 HDR 59.0 59.0 � Q <br /> BLOCKED MST60 � � <br /> 13 13 DIAPHRAGM <br /> S9.6 S9.6 � _ ' <br /> OH OH ~ V <br /> � V T � <br /> m a <br /> _ <br /> � � > <br /> UPPPER LEVEL MAIN LEVEL OC � o <br /> U N I T G FRAMING PLAN U N I T G FRAMING PLAN ~ <br /> 1/4"=1'-0° �j4,�_1'-0.� <br /> � <br /> 0 <br /> � <br /> � � <br /> . a 11 <br /> � <br /> � <br /> � <br /> , � <br /> �r <br /> I � <br /> I W <br /> � ` <br /> � ^ <br /> 0 � <br /> � �A <br /> . � �'d" <br /> /�i � <br /> W = 0 , <br /> FLQOR FRAN� ING NOTES W 0 � t� <br /> t!� � _ �' <br /> � � <br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTION � � N Q� <br /> FB FLUSH BEAM � � <br /> 0 <br /> J � � � <br /> HDR HEADER EXTENT OF FRAMING � � � O <br /> GT GIRDER TRUSS O ; Z <br /> W � w = <br /> GLB GLU-LAMINATED BEAM (SEE SNEET S1.0 (SEC. 06185) � O <br /> FOR CAMBER INFO.) . <br /> FLOOR JQlSTS ARE TYPICALLY '_ � <br /> 2x10 AT 16" O.C. � <br /> � (2) 2x STUDS UNO BY O, WHERE X=NUMBER OF STUDS U.N.O = O <br /> HANGERS INDlCATED ARE SIMPSON STRONG-TIE O O. <br /> � <br /> FLOOR SHEATHING SNALL BE AS INDICATED ON SHEET S1.0. 'r � <br /> I <br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE � VENT DUCTING Q <br /> STUDS UNLESS NQTED 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 WITH (2) 1fid AT 12" O.C. TYPICAL. ---------� � <br /> � Sheet Na.: <br /> SEE SHEETS S9.Q & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. � ' <br /> � U14 <br /> Sheet Order: A B U F R E S D I � <br /> _ <br />