|
.� . . . � � � ' �
<br /> „'---•..
<br /> DBL 2x 20 ` .
<br /> 59.0 PT 4x4 } �' ' �
<br /> RIM � � ;t ,�
<br /> . . — —————— r�'
<br /> .. . I .t� o oro�—_=—_—__-- _�= t ( x 'y�rc- .
<br /> a ��� . . : y f .
<br /> ���� �� ������� I PT 4x8 B I ;$�; j' � �� t;
<br /> I Ud � ,L ��Y� �
<br /> �������� ��� ������ �
<br /> � co W I _ ��'�3� �;� � ��a a��
<br /> � � I x _ � � fi` ����.��� � �,� �`
<br /> {^,��'',�(' t � x ��� �-a�s�`.
<br /> � � � . � �'Q�. �J l�'" ��� I � n Cn � I ���.t�x 4 ����'�� �"`;�... �;�� 'iu,3 . . .
<br /> ci�+-� ���� � I LEDGER �� ����,� �4 �:� �
<br /> ���*�� � RE�. DETAIL ���� � �y�� �,. � y�
<br /> i I � � � ��r� �� `�� ��`
<br /> , � � �,.�� � � _ _ �� �.� �z � ���
<br /> __- _ __. _
<br /> � �l(�— -� --6� 9 0 —�N1_- ---- -- ---.. �- - - \
<br /> _ -� � �., ;� �-� �� � � ��a �
<br /> '. /�GIRDER f_. _ 4x1 HD �.. Z ,� -�:__r__�_.,, � ^ �� �� '� �u} '�r
<br /> ' � � - , ;.� �;:� �t � �
<br /> T 1 ABOVE --- - �
<br /> i r �t{ U�3/- � ���� ��
<br /> . . � ' . � _�� � 1;S — !�'j•
<br /> . _... .. �.._ ....-„a
<br /> 1' �? ��
<br /> I `� i L
<br /> ..�— I� V �� l __.'_'_ '_ �..•~ . f�2r�a. � ^ � �s
<br /> I —f�- � ' � � `-.. s � � ' , ;} ��, - , --- --� �r }��� �:�:i' �,�� �`� �� �� �� ;
<br /> _ _ �
<br /> £��,` i _._ __ �
<br /> :
<br /> a � ; �
<br /> � }
<br /> ,..._..r ._, ._ s_ � _ (�
<br /> i � � � � � � i {l� �.k,�:�}�r'_' �tl � � F�
<br /> . � . I ,:..:.� 3 � � � + f�I r �}. �A � �," � -�:� � i'
<br /> � � � � ����, ,g�.oi �i � �r`='� � �� � ! ��i 1�,� � �,�- P'i' �. � �r � �- ��s
<br /> � - � � p `s ��3��� � �.ss$� }.,:,� sY I r'r'y,,..�.' 4 ,y� �. .
<br /> . . � . . I ( O 9�� �z3 � � "'''' I � � � ��,�`r� ����(,� ^=•�"i,?� Y'� t'��� a r' � •
<br /> � ��� � 6 r `�I � „�a? r � � z � '( �� Ci'.._:. �.� ;_£il1 3£s� �,,i if�J, ;�93��� `?�t�
<br /> r � t � A � �I �,a�}�� d���� . . � . .
<br /> � � a � i>: �r,�:tL s E:�';
<br /> i �S� ,�sr�l=,rac� �3��� �3,r�c;€��1 i'?'����3
<br /> 6 C_._ � S9.0 -
<br /> S9.0 }
<br /> . � I �-- � ��a��1€,� h.14..:i3��ie...Fr-:.S 6 �';� : :
<br /> �f��(. 1
<br /> o_ I 6 `:�,: i' S1.s�j5�� 1(.;sd} I:�)"> 5a6s.;2�.�t;
<br /> � � S9.0 � � j ' S9.0 s s ,y
<br /> w ��t�r�: ,�1+�,4�,;��a��r�����lr��E t��..��f;�z �.
<br /> � i � � 4 x B L K G W f � ( ? � o a 11 3/2 0 1 7
<br /> � � I �' � CONT. CS16 ' I ; �
<br /> � � I � X DRAG STRUT � � � �
<br /> � cv � ' ' � � 6 �
<br /> I w 6 � g 1 S9.0 5052 REG�STERED
<br /> ii m � S9.0 ' � S9.0 � � � 6X6 � ARCHITECT
<br /> i o _ _ li 5%x13Y GLB HDR (
<br /> , - -- - -- --- -- - - -- - -
<br /> I - � -
<br /> , � 9 0 �_.-- - --� � � �j Iv �� ROBERT E. WEIBLE
<br /> ��' 5� X1 GL ND � �-� � �� T I p STATE OF WASHWGTON
<br /> /a � � f a � LOWER
<br /> -�� - e - - - - --:�-_ 2 2X10 , ,��; 80 E i ., , , /�— •
<br /> 3 f— ;- - �:-----`�ii �"`� �--� � � {� LANDING
<br /> 1 � E I� STAIR �I� ! �� /� � . � �
<br /> I � � �_____��i 6 X6 ' I ' I i
<br /> , � � j � �RAMIN�/ l i I � � I \ / � a � �
<br /> I ! � � R I � X � F- 15 ,
<br /> _�
<br />' � � � � -- j-- a i � \\ /J �4 I i " z �/ 1� N ' S9.2 7
<br /> __ '___-
<br /> -��--� -- =- � ! �_ !.-_1 _- -i---!j � � �'--_� __._i i. � _� ��i �_,
<br /> � � �T�' �' � ( � � � � � �� � � Im_. ��
<br /> � � FIXTURES � , �_�Y �� � I � � ! E , ,:
<br /> I `� c� _ i___--_�_�-----i� , °- � I STAIR`%: I ;>
<br /> aBOVE � {, ��� ; \ 4-���,�-i( ! oo �-----�.�---!+ I j � � �RAMWCy � � �.
<br /> ���_°�', �l=� j��R1=���1 f `� z i.�_ X� _j I ' i j I \ / �� I -T
<br /> I -_ -:-- -- - r �! � � � � � .
<br /> , �� �- � 1 / E ;� ��' � U �I / \`I , I ' � j \\ / j� �-':
<br /> � , � I y CL ''I__--r t � � � I
<br /> � `l � �w��_� �� / \ i � \ / �` �a_
<br /> ( ;I � � -_._.�-----i � �.-.-- - � � ? � � :
<br /> � � I I r 1, � { � N ;� ---�-�, � ; � 1 \� I; � -�a.
<br /> ;i � , ► ��
<br /> I � I`
<br /> i i � � � � � I �� � .
<br /> �t-=--- � E � i_____, �� � i � , � ::�
<br /> .,_�., � ,,._ .�
<br /> , ;I � � �__.____ I ' i ir , � , � ; o c� �
<br /> �i j � � I !I�(2) 2X10�,I� ( = 5%x13% GL8 HDR 0 � � I w _;
<br /> i� � � � � � .... J_ t{_i ', � � � � I i � _ �� I; i � C9
<br /> � t . E ' 9 6X6 � ,�. �3� � -- � i._/.....___�-_�i > Q `
<br /> U
<br /> { �
<br /> . :?l�� i . � � ._
<br /> I ----'---}f� l—�__�.__ S 9.� ,i ; �I.__—__I ----� � 9 I 1�.��._.<. ,\I' .i W r�
<br /> ��°" � �� � --� :� . � , 59.0 � �L� LJCIU � �
<br /> � y,
<br /> _-�_..� ' 5Ys� 12 LB H R � r �, �� s� R � '� z z
<br /> i ; 3 { � , � �
<br /> � 3 ; 6X � � �
<br /> ' ' � OST ' . ! p p -1
<br /> I : � ` W
<br /> ; , i v A OVE i � � _-..�
<br /> ; �I �
<br /> � � � � � F . �- ,. `I � I Q ` �,j T- CO
<br /> I �'� ' � �
<br /> � ! � � O O
<br /> U a � p co Z a C � o d a ;
<br /> � � o
<br /> , i a � �i�_- i ir�� • �t �' RAISED � x I _
<br /> ' � _�� s i . PLATFORM � �' �j� N . I r ���
<br /> 6 � ' I� _ � � I . . � `�'
<br /> �o z (
<br /> ; ,I , ;
<br /> s9.o ! �j� � � � i'->- �I� .r( = � � � a } � -.. i I `�l a � �l '
<br /> I ' .�.l. x� ,,
<br /> . _ .
<br /> o� � } �-- f _ . .+ � � I j N ' ' i HDU5 LOCATION
<br /> I N .�,� (,.. � . .. ' f I i � . � i I W/ THREAQED ROD
<br /> � ' ; .�. �� ,-, � . � I i � TO FOUNDATfON --
<br /> � ��
<br /> ' BELOW
<br />, � , � � '' I �� �I?� � . I __ - � �°
<br /> � ; l i � � , ( , , �: (3) X10 , , 11 0 �
<br /> ,�� � . _ -
<br /> I
<br /> _�_... i f
<br /> � � I �I I . _,. � I � `�� n' �
<br /> �L_`__.__L � j ��L._w.__l__ �I_II ._.� ��__,._�.�r _ .
<br /> S1 3
<br /> �-� �==�` - - - - - -t.-.--f-�=— „ ,=—r= � °' o
<br /> �2� E j� ' N D R � E'�-� 3%a� 1 2 L B H R 'i,- ��-- + i 5%s X 9'X 7� / � r
<br /> GIRDER �p I � � �� �I � ` i GLB FB � �
<br /> I ; �
<br /> � � ABOVE I _ � I�--GIRDER � .J �i 2 2x10 FB Ij � �
<br /> �__� ' � � � i , � 4x6 POST
<br /> ------- !
<br /> �_I_._ "" `�' (2) X10 � �� I._._.a ABOVE �------ �..�_...-�-----�
<br /> 4 14
<br /> S9.0 S9.0
<br /> �6 �6 � �
<br /> S9.6
<br /> QH s9.s ON � o N
<br /> � ,� o
<br /> ��
<br /> � �
<br /> UPPER LEVEL MAIN LEVEL �
<br /> � � ITT F FRAMING PLAN � � I� � FRAMING PLAN � m �
<br /> 1/4"=1'-0° 1/4°=1'-0° � � �
<br /> � � �.
<br /> � � �
<br /> 0
<br /> �
<br /> �; �
<br /> o II
<br /> �
<br /> d'
<br /> �.
<br /> � � � i i � i
<br /> • I �'—�- i � � I { �
<br /> � i ��I
<br /> �-� —� �� I I i %_�___. i
<br /> �_�___._ I ` �
<br /> � � I� � i I i
<br /> �
<br /> I ` � �
<br /> i r----FB-------; i ' �
<br /> ( � �-- - --- - _ ' � i ,._..__..__..------... � i
<br /> ,___..
<br /> ' � � i---�_.._._�_ � ! ___'__! �
<br /> � � . � � --------._.__...____ ;
<br /> �_.—___---� ----i I � � ._� �
<br /> �-----_._._ _ � �-- -� ____._.___._.____ , .
<br /> �
<br /> _. _� � ,
<br /> WALLS r ;� � �
<br /> } : -;
<br /> � � --- — � — --
<br /> � �r----o— � A80VE � � --� " , �
<br /> i�! �
<br /> � �
<br /> ' � �,, 1 a � ; �_= °; � �
<br /> FLt� OR FRAMING NC7TES � ! ; � ! `�� � ' j ` , � �
<br /> � � { ; � � f � � I a� �.
<br /> . .�."_._._.� . � �
<br /> . . I I � ' I � -_ _--_ . I . �
<br /> � � I I �r � 7 �._. � I i __ � L �
<br /> RAISED FLOOR I � I ( _' ~ �- � � RAISED F�.00R ' f
<br /> AT +143/a" i i 3 t.�_`,` � ' � 3 n ��i i � � O
<br /> SF STRUCTURAL FASCfA �5�4 X 8� FRAMING DfRECTION I � � � � , � �
<br /> � � AT +14/a � ; (
<br /> FB FLUSH BEAM ' � � I ����j�' �? i i � � ''; � � ''� �
<br /> UPPER � � � �, ��,; i � I 1 S EP y� � , � � ,�
<br /> ' � FLOOR i � � � , ; Ij � I � � �
<br /> HDR HEADER EXTENT OF FRAMING � WALLS � � ,� ( ' "�
<br /> „ � i i,, _ � I 1 �,; d" ; � � � �
<br /> GT GfRDER TRUSS I � 1 ST P � � (F,��! !� ' � I i ! _._' � g t� �
<br /> � I___. �l_� t�
<br /> � � � � ' � � � � g
<br /> GLB GLU—LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) � � ' '� � � I I I ' .
<br /> �� _ __._____� ,__�___ ____ � �;� �' „ .,�,
<br /> �---- � ___
<br /> F O R C A M B E R I N F O. , i -- ---- I f _.! _._-._� 3__._ _._._ ; _ � i�
<br /> ) � ! �__ .___ �__ __
<br /> ' dJ �
<br /> FLOOR JOISTS ARE TYP(CALLY � 4 J � ; � � ' ' `
<br /> ' � , „ � � �
<br /> 2x10 AT 16" O.C. � � � ^�
<br /> � (2) 2x STUDS UNO BY OX , WNERE X=NUMBEn OF STUDS U.N.O `-�--�� --^u- �-i
<br /> }� L1J �
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE � �
<br /> o� }�'1
<br /> FLOOR SHEATHWG SHALL BE AS INDICATED ON SHEET 51.0. 'r � �
<br /> � � �
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE ; VENT QUGTfNG � �
<br /> STUDS UNLESS NQTED OTHERWISE. PROVIDE 3 BUNDLED STUDS ;
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS � �
<br /> UNDER BEAMS LESS TNAN 6" WIDE. FACE NAIL BUNDLED STUDS � � .
<br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL ---------� �
<br /> SEE SHEETS S9.0 & S9.1 FOR TYP(CAL WOOD FRAMING DETAILS.
<br /> UPPER LFVEL PLATFORM MAI N LEVEL PLATFORM o �9b No.: 13-47
<br /> � I� IT■ � FRAMIN� PLAN � � �� F FRAMING PLAN �
<br /> 1 j4"=1'-0" ��4��-1'-0�� � Sheet No.: ,
<br /> z
<br /> �
<br /> i�,
<br /> �
<br /> Sheet Order: � � � F � � � � � �
<br /> T
<br />
|