|
� i �
<br /> DBL 2x 20
<br /> RIM S9.0 PT 4x4
<br /> � - - - - - - -
<br /> i PT 4x8 B �
<br /> I � o I
<br /> I � � I
<br /> I x . Q �
<br /> I N --1 I
<br /> I � �' I LEDGER
<br /> � REF. DETAIL
<br /> _ I ��
<br /> � ';
<br /> �� 4x1 HD 1 2 £
<br /> .�. GIRDER ; � ,;
<br /> ABOVE �
<br /> � ; o ,o , � `� R .� C � �1 � �
<br /> �
<br /> ' f � r � �! ( � .� �C � S
<br /> ,
<br /> �
<br /> � ' � � � ; � ` � � �
<br /> 0
<br /> � r I � 6 , ' z `2��.�r�trtz� 1�ay#' S�fte'2�{I ;
<br /> 6 � S9.0 C � C �y ,y� { ,{
<br /> � �C�i�la�d,�Yash��gt�� �8t1��'�
<br /> 59..� f. ..� I �'- I v � v �I" }^���`!`������,�r�{'t����4�`�-P��U �.
<br /> I � j > 4x BLKG W/ 59.0 �-- 59.0 tN��. ��r�wm�l�r����r�h��ur� �
<br /> � ! � w � CONT. CS16 ' �
<br /> � �' QRAG STRUT
<br /> � j N ' ' � 6
<br /> ! w 6 g S9.0 �052 REGISTERED
<br /> � � J , Sg•p ' S9.0 � � 6X6 � ARCHITECT
<br /> y j m 1
<br /> _r __ _a _ __ _ __ __ _ _ __ _ _ 5Yx13Y GLB HDR �
<br /> iI 9 � 3 ---
<br /> ROBERT E. WEIBLE
<br /> � � 9 � � ' PO T 0 I STATE OF WASHINGTON
<br /> 5YsX1 GL HD LdWER
<br /> � (2 2X 0 ; BO E � o ,
<br /> - - - � - � - � - - 3 �z LANDING
<br /> , ! 3 � 6X6� �� STAIR j � � � � � '
<br /> �RAMING� � , I\� /�I a_
<br /> I � � \ / � o I X I �� '
<br /> E � � / � � 15 ( �
<br /> �
<br /> ' ; � __ � \ / � � � z �/ \� `� S9.2 - �,
<br /> FIXTURES � � � � ! � ' � �-� �
<br /> � � � I� � , � �-----�
<br /> ABOVE I � I �o I �/ I � �� STAIR f I I �
<br /> L �z I X I ' i �FRAMiNC� j � -
<br /> C3 �� � i�-�_._ � � � \ / � � 4
<br /> �-- `-- -� ri , I � � I �.�;
<br /> ,� � � r� �� � / \ � I I \ ! � � �
<br /> � j� � � / � � N � / I � I � \V/ � � I Z
<br /> �, I I \ / � � � � \ � I —
<br /> � �
<br /> , �� � �� I� 2 2X10�I � 5Yx13Y GLB HDR 0 � / � � � I p � �
<br /> � E�-` - 9 6X6 �a , �� - - - - - - - - - - � ' j z� ,�
<br /> � -_-- S9.0 d. �� g / v � I w = �
<br /> .. a oe r` 'r' S9.0 � � U �
<br /> 3 5 a l2 LB H R 3 -- 6-y w w -�
<br /> � � ��� �� ' OST 6� o O �.,
<br /> , � � s, o . .G .� � A Q VE ,,' ,'."n � �
<br /> � U � I o �o o � o � Q �'
<br /> ' �o R A I S E D � X •--� X =tl I o �- �
<br /> 6 I � z , . � .,. °.�` PLATFORM N � N ., . e a � �
<br /> s9.o �� � � "' o� �' ,ay, .n,. a;Q � O
<br /> � o �= a � '. " ."4 cxv .'a°. , a " '_� HQU5 I�OCATION
<br /> ' X F- i ,o= _
<br /> � W/ THREADED ROD
<br /> , � N � e ` `,'�,' , '` ,s. , TO FOUNDATION
<br /> � . � � ..°. �'� ''' , BELOW � cfl
<br /> � ..ja .� n (�3�`, X1�� > 11 0 �
<br /> ' i ' ° - - - - o. , `�' � S1.3 � o
<br /> GIRDER 2 � � � � 3Ys 12 LB H R � 5Ys"X9"X7� � o �
<br /> ABOVE _ � � G(RDERv I 2 2x10 FB � GLB FB �- � 4x6 POST
<br /> T (2) X10 ABOVE
<br /> 4 14
<br /> ss.o ss.o �
<br /> 16 t°
<br /> 16 Z � o
<br /> S9.6 OH S9.6 oN � � o N
<br /> J o
<br /> � �
<br /> � �
<br /> UPPER LEVE�L MAIN LEVEL � �
<br /> U N IT F FRAMING PLAN U N I�T F FRAMING PLAN � m �
<br /> �/4��=��-o° >>4��-��-o° � �( 3 a
<br /> a o �
<br /> �. o
<br /> 0
<br /> .
<br /> y T
<br /> a p
<br /> �n _
<br /> �'
<br /> �
<br /> R —�' �
<br /> � I
<br /> I �
<br /> � ___-�
<br /> , �
<br /> r--_ � � � � I �
<br /> � I .......��
<br /> I L___ _ ___ _ � � �
<br /> 'I ' I
<br /> ( ' �
<br /> � '
<br /> � , WALLS , - --J � �
<br /> � ABOVE ' - ----�
<br /> ' ' � �
<br /> ' o �
<br /> �,, � o ( o =
<br /> FLC� OR FRAMING NOTES � � �-z � � �
<br /> ,
<br /> � ; �� � — Q
<br /> � ; � cu �
<br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTION RAISED �LOOR I � � ~�-�- �` RAISED FLOOR � � -- ---- � � ' � �
<br /> , � AT +143/4 � � �t- � i AT +143/a , ; '- ' O
<br /> FB FLUSH BEAM a UPPER II , ; ; � � � � U
<br /> , , , 14.75' �/� � � ,�,r
<br /> STEP , �/, N
<br /> ' FLOOR ; � 1 t-�- i
<br /> HDR HEADER EXTENT OF FRAMING WALLS I l I � �
<br /> � 14.75" I ` ' I � � ' � � �
<br /> GT GIRDER TRUSS STEP � I ; I � � RS �
<br /> ' � ' � J � � �
<br /> � ' ' i ' ' �
<br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) � � L
<br /> � � �
<br /> FQR CAMBER INFO.) � � ` L
<br /> FLOOR JOISTS ARE TYPICALLY
<br /> � (2) 2x STUDS UNO BY X�, WHERE X=NUMBER OF STUDS U N OAT 16" Q.C.
<br /> � �- w' �
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE .;..i O
<br /> ..� �
<br /> FLOOR SHEATHING SHALL BE AS INDlCATED ON SNEET S1.0. 'I� L �
<br /> � �
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUSLE � VENT DUCTING �
<br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS ; O �,
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS � �
<br /> UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS ; r•
<br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. ---------� �
<br /> SEE SHEETS S9.0 8c S9.1 FOR TYPICAL WOOD FRAMING DETAlLS.
<br /> UPPER LEVEL PLATFORM MAIN LEVEL PLATFORM � �obNo.: �3-�� ;,�.-
<br /> U N IT F FRAMING PLAN U N IT F FRAMING PLAN � -� y
<br /> 1/4"=1'-Q° �j4,;_i'-0" = SheetNo.: .
<br /> z ,��
<br /> � 11�
<br /> Sheet Order: A g U F R E S � � �
<br /> _ _
<br />
|