20
<br /> �PT 4x4 S9.0 �—PT 4x4
<br /> -- � ��
<br /> - - ��- - - - - � ;� .
<br /> � PT 4x8 FB � � DBL 2x
<br /> � � o,� � RIM q �
<br /> a
<br /> j 20 � �� i � �� ��� � �� ��� .�
<br /> � � S9.0 �-- -v� � � �
<br /> P.T. LEDGER ` �, � ;'C � ,� � � � � � ";
<br /> 59.0 CONTINUOUS
<br /> (3)2x10 CONT. HDR CS16 W/BLOCKING � L1��ED ER � REF. DETAIL ; f � �
<br /> - - - - �- _ - � �' 4 — --� , �,.���+�tral '�d�y� ��rzte'2i tl
<br /> �' GT BOV GT �_ 59.0 GT ABOVE-� 10 DRz � GT ABOVE � � �
<br /> K�r�lcrr�� 11�a�h���� $8033
<br /> _ � � � '.P'#,��4�4�k��`F A�����8SrI��z��
<br /> — — -- — — -- — _�_ a � - ; �eE�y�a��,�i���n��#��rch���m ;
<br /> I I e�..
<br /> , � ' 6 I o I —
<br /> � S9.0
<br /> ' � , I � I 5052 REGISTERED 1
<br /> I � �a
<br /> � ARCHITECT
<br /> �
<br /> I � I
<br /> � o �
<br /> .� o I N 0 I
<br /> � N 2 � N ROBERT E. WEIBLE
<br /> � N
<br /> `� CONTINUOUS � ~' i STATE OF WASHINGTON
<br /> �
<br /> I , CS16 W BLOCKING
<br /> � �� � �
<br /> �,
<br /> f s9.a � �
<br /> � � .�. � I�/ � � � o a �1 3� - ;, �„ � � ' 3 ; I �
<br /> �� -. � � � 9 5Ys x OYz GLB HDR i I 10 �
<br /> � " � 6x -
<br /> I � I � S9.0 � � E � S9.2 p
<br /> 1� 3 I � ,1 � �
<br /> � � �—i_�! 5Y x 0 2 G 8 DR ' � ��
<br /> i ' �
<br /> � 1 C I ` � 6 x 6 O S ` `�
<br /> ;
<br /> II � ; � � _ � )2x � ' ; I �'.
<br /> �-_= i-�_ � -y � � -----�i ,, (2)2 10 ' I �
<br /> STAIR I , �
<br /> ' ( �r� i _— � 0 I ( � ---- —� Ji
<br /> � I� � �� \`�� � � � 2 � I I � ( Q X �� S-FAIR !I ( cn v
<br /> �; � �� � `� • � � �� � ' _ � � � '�RAMIN�� I ' z� w �'.
<br /> , � � _�/ � � � I � � I � O �2 � � (� �
<br /> � - f— I � � �� � i .-- z ( � / I c/) z
<br /> �-- -- -- --- o I ' � \ / � � -a
<br /> � W S �
<br /> /\ �
<br /> X l � i o I � � I � c.� _
<br /> , N � ' � � i � \ / ( � �
<br /> �_ ! / cv I � � I W W �`
<br /> \/ � � �
<br /> FlXTURES � 9 � � � ' ' � j �� i �
<br /> ABOVE , � i'�`�� S9.0 3 �� 0 � GLB 5Ye" 9Ya" DR 4 ! � � � o o � •
<br /> i�. --- - - - -- - - r , ' , � �
<br /> , o 0 51a"x'OYz" G B t-IDR � ��� ' / � � I � � o �
<br /> ' - - ( I I I / , I o d� � v
<br /> I � �
<br /> .�, I/ ��I
<br /> �
<br /> � i i i -__. � a a z o
<br /> � � � _
<br /> , �o i � , � ... ��.. �
<br /> O (X ( I I � . „ I
<br /> 6 ' N I ( I I y' ' � c�o
<br /> S9.0 ( �o o � > ,°�. a'm Y- ,
<br /> z ( � � c� , � o
<br /> ��� ( I ml o miy. a. ..,_ o, RAISED � �
<br /> j o , � , o� � o Q;�• .� PLATFORM o 0
<br /> � i N ; � I �� I," , .,,y I
<br /> I `� � � � � a a .,n
<br /> � � I �-�I X �s� : � - 3 �u: I �n
<br /> f i � � R � � N , � ���� �ly�t� � �
<br /> � ' I � , � ,�,' o' '.9 :,. , a �
<br /> , _._�. _ _. _ ...�s:l,.� ,. .. . � o
<br /> I � � � _��—
<br /> I , �" I I 2 2 2x8 � 5'�8"x OYz" GLB HDR ' SYsx9 GLB FB ] � � o �
<br /> !
<br /> �
<br /> � � �� � �I �� � � i � � �� i o
<br /> ' �-- ----'� --��_ I �i GT ABOVE ,�I
<br /> � � � (3) 2x10 HDR � � (2)2x10 � Q
<br /> GT ABOVE �F�_.00R ABOVE � �
<br /> -TJSB 12X7.5
<br /> DBL PORTAL , � �
<br /> HUS210-2 �-- V
<br /> 14 � V m Q
<br /> S9.0 � o �,
<br /> UPPER LEVEL MAIN LEVEL
<br /> li � p
<br /> U N Y E FRAMING PLAN U I� IY E FRAMING PLAN cl�
<br /> 1�4��_1'-0° 1�4„-1,_���
<br /> . o
<br /> �
<br /> a� �
<br /> , a �(
<br /> �n
<br /> "�.'
<br /> �
<br /> r
<br /> }�
<br /> �
<br /> W
<br /> � �
<br /> � �
<br /> O �
<br /> � � �
<br /> FLOOR FRAMfNG NOTES � � p
<br /> � � ° C�
<br /> SF STRUCTUf�AL FASCIA (5/4 x 8) FRAMING DIRECTION � � = N
<br /> t
<br /> FB FLUSH BEAM � � N� �
<br /> HDR HEADER EXTENT OF FRAMING s
<br /> 0
<br /> J � � �
<br /> GT GIRDER TRUSS � '�' �
<br /> � L? o
<br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) � O � �
<br /> FOR CAMBER INFO.) � �J �
<br /> FLOOR JOISTS ARE TYPICALLY O
<br /> 2x10 AT 16" O.C. � �
<br /> � (2) 2x STUDS UNO BY O, WHERE X=NUMBER OF STUDS U.N,O �
<br /> �
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE �
<br /> FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET S1.0. 'r � �
<br /> � �
<br /> ,
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE ; VENT DUCTING �
<br /> STUDS UNLESS NOTED 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 �
<br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. ---------'
<br /> ' � Job No.: 13�47
<br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. J
<br /> � r �Sheet No.:
<br /> z
<br /> �
<br /> �
<br /> Sheet Qrder: � � � F � � S � � �
<br /> T
<br />
|