|
DBL 2x 2� ��� .
<br /> S9.Q PT 4x4 � �`
<br /> RIM ' `��
<br /> i� PT 4x8 B i
<br /> � o I
<br /> � w I
<br /> � X _ o I
<br /> � N -� I
<br /> I �- � I LEDGER
<br /> ; �
<br /> I � REF. DETAIL ' ° ' <
<br /> _ � �
<br /> 10 �
<br /> ,� � � GIRDER i � 4x1 HD � 2� �
<br /> i �
<br /> ( � ABOVE ` � � � � � C � � ����� � ' .
<br /> ' � � � �� � � �� � � � I � � ��� � �
<br /> ;
<br /> E :
<br /> �
<br /> . � + ;
<br /> � i � , � � � , �� �� f �,
<br /> � , o � �
<br /> a o z 2� G���r�t�<�qy� S�r�fe 21� �
<br /> � � ' Ko�k�as��,;�d���rk�i€���n 98d�3 '
<br /> i � i 6 �
<br /> 6 j N S9.0 '
<br /> ! `� 6 0- 6 ��t425���'���0 �``425�b5��f2Q8 ;
<br /> 59.0 , { i � L G W S9.0 � ' 59.0 '�e� �v�ru�.�i�#�r�r���ar�h��m
<br /> � r � � I 4x B K /
<br /> ' � i �-' ' CONT. CS16 '
<br /> ' � o DRAG STRUT
<br /> �
<br /> ' � � N 6 � S9.0 50�2 REGISTERED
<br /> I w �
<br /> ' I m � S9.0 ' S9.0 �j � 6X6 ARCHITECT
<br /> j_ � 0 5Yx13Y GL.B DR ___ /fJ �
<br /> , � I -- - - -- - -- -9- - - -- - - 3 �C�.�
<br /> , � j � RQBERT E. WEIBI�E �
<br /> 3 � � � � �� � ; �o � � LOWER STATE OF WASHINGTON �
<br /> � 5YeX1 GL ND ` (2 2X 0 ; BO E �z � LANDWG
<br /> I ! 3 I o o e � � � ' I ; I� STAIR � � � % � � � �
<br /> , � � 6X6 ; I �RAMING� � � �
<br /> I \/ I o �
<br /> k � I i � ` / �j I X i �-� 15 �
<br /> o �
<br /> � � ; ; � \ / � ' , ' z �/ �� N ` S9.2 �a
<br /> � 4. I� == -�� ' � i ��f� I � �--y ' f a
<br /> FIXTURES � j ' I I c� � � � � � ' a- � STAIR � I � .
<br /> � ABOVE� � �� � � �o � i���������I � j�,�RAMIN��� � �
<br /> � � I ��z I� X I � ` .
<br /> � � �� 1 ( �
<br /> Ii -_ - - _ _ �. �� � � � � i ( \� �I � � �,.5
<br /> � i �- � � � -}---�-`r--- i
<br /> \ / ( �
<br /> E � `� r' c' >- � / \ � � � / � _ �
<br /> � I f
<br /> � �� I I � ( � � N� � � � � � � � V ( � �
<br /> �� I I � i � � \ � � � u1 cn a�
<br /> � �f � �� I� 2 2X10�I � � 5Y x13'/ GLB NDR 0 � / � � O � ;�
<br /> ,
<br /> - �
<br /> !; � 9 �; � - o - - - - - - - - , � � Q .�
<br /> .� # ..,
<br /> I ���. . 3' i � � � I w = -z
<br /> =-- S9.0 6X6 , .. g � � � c� �,
<br /> o � � v � o ' + S9.0 _ --y � �
<br /> 3 5 s 12 LB H R �; ., .. 3 ,`�� ' � � �
<br /> � � _ _..>�". a °., ', ' OST ,,. .=.y O O �
<br /> � .' = a � A OVE .�' .s �
<br /> � �
<br /> , E • ,• � o a .., o � 4 � -
<br /> I ; U �` ,., .n , C' iflO � ., �R �"_ � � o
<br /> o d- �..
<br /> . � } o � j, RAISED � X �- � � �- �
<br /> I j �o� � , A� ' . ° . �. PLATFORM r� � o_ '� . ... o, °�i 0 �
<br /> 6 � °�.�' ,a a.`�. , o >-- ,. . � , �a Z �
<br /> S9.0 ( � < .y.° , X� •a� y e
<br /> ' o ��-- ' cv . HDUS LOCATION
<br /> � j , '. .
<br /> X E-- ' W/ TNREADED ROD
<br /> � N '� " � �; TO FQUNDATION
<br /> � �.H , �. . � "�=v>-�,. °v'. ,�.' BELOW � c�
<br /> � �
<br /> �a v �3� X�tO ��11 � o
<br /> � 3 ".°�° . � °�. ., „ �» � S1.3 � � .
<br /> o - - - - - . � � o
<br /> ;... a .. .. s o,. � � � , a,.� � �.
<br /> `s°'�°K`"" `pj� �.""`�." 3�/8 12 LB H R 5Y8"X9"X7� ` / o T'
<br /> 2 2On � I I GLB FB `-- �
<br /> ABOVE G(RDERv I 2 2x10 FB i 4x6 POST
<br /> � (2) X10 � ABOVE
<br /> , q. 14
<br /> S9.0 S9.0 � �
<br /> 1� �16 � � '� n; Q
<br /> S9.6 S9.6 � Q
<br /> � N
<br /> QH Q� � O
<br /> � �
<br /> � �
<br /> UPPER LEVEL MAIN LEVEL �
<br /> � I� �T F FRAMING PLAN U I� IT� � FRAMING PLAN � � �
<br /> , � � � Q
<br /> 1/4"=1'-0" �f4�,=1 -0" �y 3 � .
<br /> li� Q -�
<br /> � �
<br /> O
<br /> �
<br /> y P
<br /> g ��
<br /> V1 �j
<br /> V
<br /> \
<br /> r `
<br /> I
<br /> i I
<br /> �
<br /> . � . � .. I . . . . . �� . . . ..
<br /> � �i�J � . . I I ___ f . . . . . .
<br /> I D� ' --,..._ '��
<br /> k7""_�._� I
<br /> r--- r � � �
<br /> I
<br /> � L_�� _ ___ _ � i'� ��
<br /> I - --� � �
<br /> � , WALLS ; �
<br /> � ' ABOVE ' - ---� �
<br /> �
<br /> � o ' �
<br /> L i ; (�Q I O �
<br /> FLOOR FRAMING NOTES � ; ; �� � � cU �
<br /> 1 1 � � . --- ---- o � ' ,�,�' �
<br /> FRAMING DIRECTION RAISED FLOOR I f �' � i RAISED FLOOR � � � (V = �
<br /> SF STRUCTURAL FASCIA (5/4 x 8) AT +143/4" � � �'`� � � � `—
<br /> � AT +14�/4 � � I w Q 0 U
<br /> � �
<br /> FB FLUSH BEAM UPPER I � I I 14.75" ' � -� � ♦� � _ ,�.rr _
<br /> � FLOOR �; � � STEP ; ~ V i/ �
<br /> , NDR HEADER EXTENT OF FRAMING WALLS I � � I � ; d' I � � �
<br /> � I � �
<br /> � 14.75" I � � � I , � �
<br /> GT GIRDER TRUSS STEP ' � � ; �
<br /> � � 1 � ; , � .� � �
<br /> ( ----��� �-------- � �+ �
<br /> GLB GLU—LAMINATED BEAM (SEE SNEET Sl.� (SEC. 06185) �.-- ' �,�' L o
<br /> FOR CAMBER INFO.) FLOOR JOISTS ARE TYPICALLY O Gi Z
<br /> 2x10 AT 16" O.C. � � W �
<br /> � (2) 2x STUDS UNO BY O, WHERE X=NUMBER OF STUDS U.N.O
<br /> � �
<br /> HANGERS 1NDIGATED ARE SIMPSON STRONG—TIE , '� L�I
<br /> FLOQR SHEATHING SHALL BE AS INDICATED ON SHEET S1.0. 'r = � ,
<br /> � a
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE � Q (�.
<br /> � STUDS UNLESS NQTED OTNERWISE. PROVIDE 3 BUNDLED STUDS ; VENT DUCTlNG �
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS �
<br /> � UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS 1 r
<br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. -----____J a
<br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING dETAILS. UPPER LEVEL PLATFORM MAIN LE�IEL PLATFORM
<br /> U �I I.T � FRAMING PLAN U �I IT� F FRAMING PLAN � JobNo.: 13a47
<br /> � Sheet No.: �• .
<br /> 1 J4"=1'-0° ��4�;=1'-0" _ z
<br /> � �1fi �
<br /> M �
<br /> Sheet Order: //� �i � F R E � D � .. ��
<br /> T
<br />
|