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DBL 2x 20 <br /> RIM S9.0 PT 4x4 <br /> >. ' 'i <br /> ----- --- -------- ---- - TYP <. < ; <br /> � - - - - - - - � ;; <br /> I PT 4x8 FB I - <br /> i � o o � <br /> � X � � <br /> 4- i � � � � . <br /> � � j � <br /> S9.0 j LED ER I � <br /> GT � 6x10 CON . N R (3) x10 HDR � � � �; �` �; � � '� ` <br /> ABOVE E Y <br /> (2) 2x6 NDR T � � � �' � � ''� � � � <br /> � � ; � <br /> � � � � ��r,C�t�trc�t'1+��dy, I��t�e �1� <br /> I ; ' s �t��l�����u�����#�r� ��tl�� `; <br /> � � o , c� �,����k��#�7���� ����������:��� r <br /> � v <br /> � � a o � I Q o ����F���k�������!�#���h,t�m } <br /> , <br /> . . <br /> � � . � , � z , �� �...,, � :.:. � <br /> � �z � � � � - <br /> � `v � . <br /> � C� 1 `' <br /> i o_ ' o� <br /> f X� 1 N~ 5052 <br /> � N REGISTERED <br /> I GT 6x6 � ARCHITECT <br /> ' 9 AB VE I MID LEVEL <br /> 4x6 S9.0 6x 3 9 LANDING � <br /> ` ------- k S9.0 S9.0 <br /> � .125 13. DR P M � 4x� - --___ ROBERT E. WEIBI.E <br /> I� /� - ---- -— � ax9 GLB FB I� � E OF <br /> -- <br /> STAT WASHINGTON <br /> � <br /> --- - - - - - - - - - - I � STAIR � � - 4=8 --- � — ) � - - - - - - - I � / a <br /> � I � < ,o a, .e Q a—�-a-- <br /> GT r � �� 4 \�FRAMINGj � I � � STAI / � " <br /> ABOVE � I II �i � � � � � � � ��FRAMI � � <br /> FIXTURES � III� f� \ - - - / --�' � I � � I ; � / {; <br /> I �`I B RI G I � / I � � o I > �� / I . -°a <br /> ABOVE III� `� �I \ w / � � \� i oi � ' � � � � X i � � o \ / . °' > _ <br /> � iiii �i <br /> � B � i � i X x �� � � z � / �. . �' <br /> III /I O � � Io /� N� W � j � � � � �� � � Q J I,�. �t <br /> ��� _� JJ X � � � � � N - �� i i —' �x�o c�i ` 4 �, <br /> _ � � . � _ . <br /> . <br /> � I I I^ j �� �� � - --� �— L- ; ' r I % 1 \ O.0 22GA CONT. STRAP a' <br /> r � � I � I � � � � � ~ N Ioo � � .�°'�." � ( I � .' FROM FLOOR BEAM ° .a <br /> , i o � / � �- � x ' � I � � o I / � TO M(D LAND�WG <br />: _-- I �o� � �� �� j � � qTAMID\� �� � � (� � � m I� ��Xi� cx, � �� �� j�; BELOW. � <br /> � c� � � i i � LEVEL � � � � i � � � r , <br /> I o E i � N I / � GANT. 4x10 1 d � <br /> f i`=� -_�� 1- -I o� � � (2 2x 0 _ �� �__LANDING � I I N 'I �(2)2x1Q FB� �� - -- ` BELOW C� � � <br /> o `� � - , <br /> ' ��I� I I � � N~ ` 4x8 � � ,�, �' _ - - - ; MID LANDING � <br /> GT , i� I I I + i! 0 � 16" OC - --- � PO T $ .� <br /> ABOVE i� I � I 9 YP. U.N.O. - --- ---- -- 4x8 pB0 E � ° ` � <br /> ! � �� <br /> ��� i i �9.0 x GL 6. 5X9 9 5 � � � � � � <br /> � __.__� 6 6 � . <br /> 4x6 � �-- =- � <br /> �2� X - - - 9 - - - - - - - - - � <br /> POST 125 3.5 DRO BE M GT ABOVE i s9.0 � � <br /> ' �� L S210 3 i � <br /> � � <br /> i i U I � a cs� <br /> I � � �` <br /> � ^ ^ O � e` � �- <br /> � Cp Z I a, t,�j <br /> � �1 <br /> I � � o O <br /> � 6 0 i z <br /> 6 � 0 1 S9.0 � o� <br /> � S9.0 S9.0 � X�' � <br /> cv <br /> . � i N O mi� N m � <br /> � .. <br /> ABOVE o N' (3 2x10 (3 2x10 N i S9.0 � � <br /> ----------_. � rn � � <br /> ` E � ��i x � � <br /> , �..J � � � � N <br /> � �j a, � <br /> i 6 r�j i� I �-- <br /> � — JI� � ' o �— <br /> , GT ABOVE J' J � <br /> � � CONTlNUOUS <br /> o _ _ _ CSi 6 W/ <br /> _ - . - . - - - <br /> � j. . . . . . . 53'ax19�/z. LB .H .R. . . . . . BLOCKtNG � <br /> , . 1 <br /> � <br /> cv � '. . . � Z �p <br /> ('.', , . . . . . .'.'.'. .'. . . .'.'. . .'. . . . . .'. . .'.'.'.'_' <br /> . . <br /> ^ �, � i MST60 Q � <br /> � <br /> - - - - � MST60 ��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' � � � . <br /> - I.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . _. .. . . .� . . . . . . . . . . . . � o � <br /> (3)2x10 HDR � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOOR ABOVE - - -- - � o <br /> (2 2x8 HDR 4 -- -- - 14 J <br /> --- __ _---. . <br /> 59.0 DI PC RAGM MST60 S9,0 H � ' <br /> 13 <br /> S9.6 13 Z = <br /> O� S9.6 � U <br /> OH � U �. � <br /> m Q <br /> � ` <br /> ' t UPPPER LEVEL MAIN LEVEL � � o <br /> �►.J I� I T G FRAMING PLAN U N I T G FRAMING PLAN �' <br /> 1 j4"=1'-0" ��4„_1`-0° � <br /> 0 <br /> � <br /> �; �- <br /> a �I . <br /> � <br /> � <br /> � <br /> � <br /> �J <br /> � <br /> W <br /> � � <br /> � � <br /> � � , <br /> � i�. <br /> / " ' <br /> FLOOR FRAMING NOTES W � ° U <br /> t/� � �' �, <br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTIQN � � s � <br /> FB FLUSN BEAM <br /> � Q � � <br /> � � � <br /> HDR HEADER EXTENT OF FRAMING � � O • <br /> GT GIRDER TRUSS � , � Z <br /> W ° <br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) ~ W � - <br /> FOR CAMBER INFO.) .�..+ O <br /> FLOOR JOISTS ARE TYPICALLY `� � <br /> � (2) 2x STUDS UNO BY XO, WNERE X=NtJMBER OF STUDS U N 0 AT 16" O.C. _ � <br /> Q <br /> HANGERS INDICATED ARE SIMPSON STRONG-T!E O O. <br /> � <br /> FLOOR SHEATH(NG SHALL BE AS INDICATED ON SHEET S1.0. 'f� � <br /> I <br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE ; VENT DUCTING Q <br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS , <br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS I <br /> UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS I o 1ob No.: 13-47 <br /> TOGETHER WITN (2) 16d AT 12" O.C. TYPICAL. ---------� � <br /> � �- Sheet No.: <br /> SEE SHEETS S9.0 & S9.1 FOR TYPIGAL WOOD FRAMING DETAILS. � <br /> � U14 <br /> . <br /> _ sheetoraer: A B U F R E S D I T <br />