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� .
<br /> 10
<br /> 59.4 BLOCK FLOOR '
<br /> DlAPHRAGM POP-OUT
<br /> 2�_�� ABOVE
<br /> 10 �4 6 -3 14
<br /> S9.4 (2)2x6 GT POST 1'-9" � 8'-1" ' S9.0 ;
<br /> (3) 2x10 HDR 4 TYP. LVL 3.5x9.25
<br /> ; � S9.0 GT ABOVE r GT ABQVE AT POP-OUT
<br />� � -- - LVL 3.5x9.25 L � 6X6 � ��� ���
<br /> AT POP-OUT ' / _ /'
<br /> i 3 � GL 5%s12H R - - - �
<br /> I � I � 6X � � � WHJ I ;= j j � i ; ,
<br /> � 6 TYP. . . . I I o � � I i � ,� � �� �� � � � �
<br /> i � S9.0 � N �N "' , FL SH A I TH 6X6c POST
<br /> =--- -----� � I_ I_ 1 , � ,��I � � ,'� � '� `t �'; � f� ;� � ;
<br /> MIDDLE FLOOR FRAMING ��:������� ���f ��������� ;
<br /> UPPER �L�C)R FRAMING ��������+��������t�� ����� �
<br /> , & LOWER FLtJOR SHEAR �;�����,����� � ����������,
<br /> „_ ,_ » � I!/IIDDLE FLC�OR 51-1EAR PLAN ��4�f_��-o" ,;��� �w� ���������������,��
<br />� 1�4 -1 0
<br /> 5052 RFGISTERED
<br /> 1 Q s9.4 , �
<br /> ARCHITECT
<br /> AT WINDOW 2'-7%4 6'-3" 14 /�
<br /> S9.4 �
<br /> KING STUDS 59.0 1���
<br /> 4 ' BLOCK FLOOR ' TYP. ROBERT E. WEIBLE
<br /> (3) 2x10 HDR S9'� ( DIAPHRAGM � STATE OF WASHINGTON
<br /> k / � � 6X6
<br /> � � i ' GL 5�/e 12 H R 6X� � � � � , �
<br /> n�
<br /> 3 >
<br /> WH I �
<br /> �''� � TYP. : � � � � � � I � °'
<br /> , i 59.0 � � i�n � i � i � THIS FACE OF BEAM �
<br /> � cv r- � � FLUSH WITH 6X6 PQST •�
<br /> �
<br /> � i � i .'.;. . � i� � NI 1 N � � 6 -�
<br /> a I � ,. �rri �r� o oX''I ' o� � S9.Q �;
<br /> � i � � � �� x �.c�1 1 �n � �.
<br /> �' �-' N �'I � �' -' S9.0 A T STEP �
<br /> i i r " � I � � �..
<br /> � • i >1 > -1
<br /> ' --� � ---� � �
<br /> . . � � �
<br /> i � i � � �
<br /> I 1 � �
<br /> , � � �.�... � � � � 9 11 TYP. �
<br /> � ��- - -.� S9. S9.0
<br /> � � e :� ,�� .�
<br /> i i t�' � � i� i `\\�.\ i . .'. f [ 1 1 , � ` �
<br /> �
<br /> 0 �� � G 5%a X 1 ND ! 0 �� --- � � � � � ��
<br /> i i � a � ` d � � �
<br /> �
<br /> � '� s � � �..� GLB 5�/a 12 NDR \� �Q �% � .
<br /> �� I f�\ �� , , .�
<br /> � � �-' �,
<br /> I g � r.- , 1 .�
<br /> , � ,. . � �
<br /> ' �� I ` � 12 TYP. 1 c� 1 � � , .
<br /> �' � �._r� 59.0 2) 2x10 FB S9.Q i o o � �
<br /> � i.�== �-� -� t---� m�m i � �� � � - ,�
<br /> 4_� _� __ -- -k � � I `^� J Z ti/
<br /> E1 UNtT VARIATION5 � F �s t � � � � i �� m (2)2X�o
<br /> A - SINGLE PORCN NQ POPOUT AT REAR E AB V ) � " � � _ 3 0~ o HDR �
<br /> / \ i i N , � S9.0 X � I
<br /> � , , ^ i � N
<br /> B - SiNGLE PORCN/ POPOUT AT REAR �;, � � � " 2 N STAIR I � co
<br /> � C - DOUB�E PORCH/ NO POPOUT AT REAR � ' � � 0 FRMG. � V) o �
<br /> D - DOUBLE PORCH/ PQPOUT AT REAR STAIR ; Z n- �
<br /> E - SMALL DOUBLE PORCH/ NO PQPOUT AT REAR ' FRAMING � � . � POINT LOAD Q � r
<br /> F - SMAL� DOUBL� PORCH POPOUT AT REAR RAISED BEAM , 2) 2 8 ABOVE ^ --� �
<br /> / 2 2x8 :F� o � r '
<br /> ` 3 2x8 � 16" OC V N D R a 3 �./ � �
<br /> SEE BUILDING PLANS FOR WNERE ' ' RAfSED � � � RAISED BEAM � P � J
<br /> VARIATIONS QCCUR - GL 5%s 9 B LANDING EDGE --�
<br /> �
<br /> _ _ _ o o ��fi�� � --- , . . . . . . . .". . . __ . LfiNDING NEIGHT � Q �
<br /> 0
<br /> � s , FACE OF , 2 2x8 �7fs" A.F.F. „ � � � N
<br /> � � � '
<br /> � BEAM ci � E-.,�� � �� � -
<br /> a ^ ' o � w �s`� �� ��$� �' � � �
<br /> �
<br /> � 1- CO � J..�� �a e� a as a� � � � Q
<br /> � - z cn X m °� �����,$' � a' � FACE OF W � �
<br /> �o � � N � o,_��a������� ;
<br /> , � � � o >;� �� ��.� �g�: BEAM
<br /> \ � m I _ "d- � o w c� >ro��:,.:.::.�a,�;oa�,?:;� � �, �
<br /> � � �-�- e ` o � I N X � RIPPED 2x8 JOISTS � �^
<br /> � � o � V/
<br /> o �` Q � a �I f ,1, N � � � 16" o.c. FOR LANDING Q � � V
<br /> `� I N N " � f `- � � N `� LANDING HEIGHT � � `� Q �
<br /> ' � c� � ` ' � � , � �
<br /> J � � � I � +7/s" A.F.F. " t � � Q � '
<br /> Y■1 �
<br /> I � 6X6 � � � � 6 6 6 � � � �
<br /> N
<br /> `V X6 �_._., 4x6 (2) X10 HD ' 4X6 � �
<br /> SHEAR WALL NOTES � � � � 2 2x10HDR 8 ,2 � o _ _ ' o
<br /> �} 2X10 HDR � �
<br /> ;��-.�,N ���;: �n-.r ��.,
<br /> ' .�,.��y= '�t`.,`�.`�.� �r�;..s;,� - S9.3 S9.3 12 16 Q � r
<br /> ' S9.3 S9.3 � � ��
<br /> � SHEAR WALL TYPE (2) 2x1 HD �� � (2) 2X10 FB -
<br /> P X SEE S1.2 FOR NAILING SNEAR WAL� WITN FORCE i � �
<br /> I I �
<br /> PX TRANSFER AROUNQ WINDOW �
<br /> SE� 8/S1.3 j � .
<br /> I I
<br /> �- HDXX HOLDOWN TYPE - SEE S1.3 FQR SCNEDULE � � .�.+► �
<br /> THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED i PQRCH ROOF BELOW_____� �
<br /> TO SAME SIDE OF STUD WALL AS SNEAR WALL TAG �
<br /> AND SNALL CONTINUE ABOVE AND BENEATN OPENINGS. UPPER FLOC�R FRAMINC MIDDLE FLOOR FRAMING � �
<br /> SOME SHEAR WALLS REQU(RE 3x PLATES AT THE � MIDDLE FLOC�R. SHEAR PLAN � � � cgi LOWER FLOOR SHEAR =
<br /> FOUt�DATION OR AT ABUTTlNG PANELS. SEE , / O �
<br /> SNEARWALL TABLE SNEET 51.2. 1�4"=1'-0" 1�4"=1'-0" � �
<br /> � SEE SHEET S1.2 FOR TYPICAL. SNEARWALL pETAiLS > �
<br /> Q� � Q
<br /> ���.., ���,,,,� � .., ����.,�� � � � a.�+ U .
<br /> F � O O R F R A M I N � N � T E S ' � " � i� +7�/s" A.F.F. � � � � r' +�;6�� A.F.F. � � s .� .
<br /> , , � � �
<br /> , 6 6 6 � � 6 6 � o � �
<br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DfRECTION � (2) X10 ND 4X6 (2) X10 ND ' q-X6 � � �
<br /> � ir r r '_" .P �. e ,. � 0 4 ' � .. � �
<br /> FB FLUSH BEAM i 2) 2X10 DR� O 2X10 NDR � '�'' L-
<br /> � 12 16 � 12 16 � �.�,' L o
<br /> HDR HEADER EXTENT 0� FRAMING ' ___ ___ ____ ____ � S9.3 S9.3 : __________ __ ___ S9.3 S9.3 � � ; �
<br /> � �-PORCH ROOF j � W �
<br /> GT GIRDEft TRUSS SYMMETRICAL ABOUT �
<br /> � THIS LINE � � �
<br /> GI B GLU-�AMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) ' •�
<br /> � 4X4 W/ ACE4 � �
<br /> g 4x8 DR ��i _ ,� �4 8 HDR I �
<br /> _ o�.o o _ , .�
<br /> FOR CAMBER INFO.) '
<br /> FLOOR JOISTS ARE TYPICALLY �
<br /> 2x10 AT T6" O.C. 4 X 4 W/ A C E 4 � � � �
<br /> 2 2x STUDS UNO BY X , WHERE X-NUMBER OF STUDS U.N.O �� �
<br /> 2x STRUC. FASCIA
<br /> � � � 4X4 W/ AC4 2x STRUG FASCfA� 4X4 W/ AC4 �
<br /> NANGERS INDICATED ARE SIMPSON STRONG-T!E TRUSSES AT 24" O.C.
<br /> �
<br /> FLOOR SNEATHING SNALL BE AS lNDICATED ON SHEET S1.0. 'r' Q
<br /> ,
<br /> ALL SEAMS AND HEADERS SHALL �3E SUPPORTED ON DOUBLE � MIDDLE FLOOR FRAMIN� �
<br /> � VENT DUCTING l
<br /> STUDS UNLESS NQTED OTHERWlSE. PROVIDE 3 BUNDLED STUDS ; � 1ab No.: 13-47
<br /> � UNDER BEAMS GREATER THAN 6" WtDE AND 2 BUNDLED STUDS � � 1 POR�H ROOF FRAMIN� „_ , „ & LQWER FLOOR SHEAR ,�
<br /> UNDER BEAMS LESS THAN 6 WIDE. FACE NAIL. BUNDLED STUDS I 1/4 -1 -0 � Sheet No.:
<br /> TOGETNER WITN (2) 16d AT 12" O.G TYPfCAL. - -----�' 1/4"=1'-0" , �
<br /> � �
<br /> SEE SHEETS 59.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. Sheet Order: /� � U F � � S D � � '
<br /> T
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