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<br /> 59.4 BLOCK FLOOR pOP-OUT
<br /> DIAPHRAGM
<br /> S92'-7�4" 6�_3» ABOVE �4
<br /> (2)2x6 GT POST 1'—g" ' g'—�" � S9.0 `
<br /> �
<br /> (3) 2x10 HDR 4 TYP. LVL 3.5x9.25 '
<br /> _ 59.0 GT ABOVE ` T ' GT ABOVE AT POP—OUT �
<br /> � LVL 3.5x9.25 6X6
<br /> AT POP—OUT
<br /> � 3 � GL 5�/a 12 N R 6X �
<br /> _ _ _ _ — — �1
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<br /> , TYP. I � c� � ' � H � * � :
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<br /> � ' � ' � � THIS FACE OF BEAM
<br /> � , S9.0 �� �� � �� � � � � , FLUSH WITH 6X6 POST � � `��' � .,�.'��
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<br /> UPPER FLOOR FRAMING MIQDLE FLOOR FRAMING �� ���t��� ���, ��tf��fi� ;
<br /> U I�[ IT E1 B, E1 D & E1 F & LOWER FLOOR SHEAR '��`���'�`�j����������: �����
<br /> U N IT E1 B, E1 D & E1 F MIDDLE FLOOR SHEAR PLAN , 4"_��—o�i � ���4����}� � �������� ���s��,
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<br /> 10 ` 5052 REGISTERED
<br /> 10 S9 4 � ARCHITECT
<br /> S9.4 AT WINDOW � 2'-7%4�= 6'-3" 14
<br /> 4 KING STUDS S9.0 �,
<br /> S9 Q � BLOCK FLOOR ! TYP. ROBERT E. WEIBLE
<br /> (3) 2x10 HDR � DIAPNRAGM � STATE OF WASHINGTON
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<br /> 6X6
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<br /> 6 � ' ( � � THIS FACE OF BEAM �
<br /> ' � 59.0 � I�n �u-3 " � I i i =
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<br /> � � 59.0 2) 2x10 FB S9.0 TYP. I o �-= � � �>..
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<br /> E1 UNIT VARIATIONS ' ;� F �s ; � ' � i �; m (2}2x10 �
<br /> A - SINGLE PORCH/ NO POPOUT AT REAR ' � 3 �~ o HDR �
<br /> � ; A8 V ) ; N
<br /> � t � i � , � � S9.0 � r�
<br /> B - SINGLE PORCH/ POPOUT AT REAR � � ' � _ i � - �
<br /> � 2 N , O STAIR � cc
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<br /> - OUBLE PORCH NO POPOUT AT REAR FRMG. � � o �
<br /> D - DOUBLE PORCH/ POPOUT AT REAR STAIR
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<br /> E - SMALL DOUBLE PORCH/ NO POPOUT AT REAR '
<br /> � N
<br /> F - SMALL DOUBLE PORCH/ POPOUT AT REAR FRAMING � RAISED BEAM � POINT LOAQ Q o �
<br /> , _ . .: . . . . . . . . 2 2 8 J
<br /> ` 3 2 2x8 ABOVE ■+
<br /> 2x8 C� 16" OC � � HDR 3 U �
<br /> VARIA IONS OCCUR S FOR WHERE - GL %a 9 B ". � RAISED BEAM Cs� � � �.I
<br /> RAISED
<br /> O - - - - - . . . . . . . . . . . I LANDING EDGE � � �
<br /> 2 � ---� - LANDING NEIGNT �
<br /> � , FACE OF , 2 2x8 +7?/s�� A.F.F. „ W � o N
<br /> BEAM �
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<br /> � � � m _ "�{- � Q W C� agm ag�.g3.t. #o;§% � � _
<br /> `p i o � o � � i � � , 'c�` X c�t RIPPED 2x8 JOISTS �' �
<br /> � f X `-' X + � Q w N � � � 16" o.c. FOR LANDING a W U
<br /> � N `v � � , '- , � N � '� LANDING HEIGHT � 0 � Q
<br /> N \ ' � � ' i� +7�ts" A.F.F. � Q Z 3 j
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<br /> N6X6 X6 I 6 6 6 f '� � �
<br /> 4x6 � (2) X10 HD � 4X6 = 'Z
<br /> SHEAR WALL NOTES — — — — — — — C
<br /> j j 2 2x10 HDR � (2) 2X10 HDR = G
<br /> '� 8 12 "
<br /> -- S9.3 S9.3 12 16 �
<br /> � '
<br /> - - ' - � S9.3 S9.3 a �
<br /> SHEAR WALL TYPE (2) 2x1 HD � u
<br /> 4�h,,..�
<br /> PX SEE S1.2 FOR NAILING SHEAR WALL WITH FORCE � I (2) 2X10 FB
<br /> LL � -
<br /> �
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<br /> PX TRANSFER AROUND WINDOW � ,
<br /> SE� 8�S1.3 I i
<br /> � �
<br /> i �
<br /> �- HDXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE I l
<br /> �i�+
<br /> THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED
<br /> � PORCH ROOF BELOW_____J �
<br /> TO SAME SIDE OF STUD WALL AS SHEAR WAL.L TAG �
<br /> AND SHALL CONTINUE ABOVE AND SENEATH OPENINGS. UPPER FLOOR FRAMING �
<br /> MIDDLE FLQOR FRAMIN� � �,
<br /> SQME SHEAR WALLS REQUIR� 3x PLATES AT THE U N IT E1A, E1 C & E1 E MIDDLE FLOOR SHEAR PLAN U N IT E1A E1 C & E1 E & LOWER FLOOR SHEAR � �
<br /> FOUNDATION OR AT ABUTTING PANELS. SEE � O �
<br /> SHEARWALL TABLE SHEET S1.2. 1l4"=1'-�" 1�4"=1'-0" � Q
<br /> SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAI�S � �
<br /> � � �
<br /> �,�.� „"�.,, .� „"�,, , W o � �
<br /> i � � � i� +7�/ts" A.F.F. , � � I I 7 �
<br /> FLOOR FRAMING NOTES � � +7�6 A.F.F. ♦A � � ,},�
<br /> ' ' , �r r � s �
<br /> G
<br /> SF STRUCTURAL FASCIA (5 4 x 8 FRAMING DIRECTlON 6 �
<br /> / ) � 2 X10 HD 6 6 ' 6 6 6 � Q �i �j
<br /> FB • ( ) . . _ _ 4X6 � (2) X10 HD_ _ - ' 4X6 � � ._
<br /> FLUSH BEAM i 2) 2X10 DR� ' � � ) 2X10 NDR � � " �
<br /> � L
<br /> � � 12 16 .
<br /> ', I � 12 16 � 3' L �
<br /> HDR HEADER EXTENT OF FRAMING ___ ___ I � S9.3 S9.3 ; S9.3 S9.3 O ; Z
<br /> --- --- I __►_ W
<br /> GT GIRDER TRUSS c�-PORCH ROOF '
<br /> �
<br /> SYMMETRICAL ABOUT � ~ W =
<br /> I ;
<br /> � THIS LINE � � 4X4 W/ ACE4 ""� �
<br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) I _ 4�8 DR HD ` �
<br /> FOR CAMBER INFO.) ___ _ ___ _ _ 4 _� � �
<br /> FLOOR JOISTS ARE TYPICALLY — � �
<br /> ; � I i
<br /> 2x10 AT 16" O.C. ! ________ 4X4 W/ ACE4 � � �
<br /> � (2) 2x STUDS UNO BY OX , WHERE X=NUMBER OF STUDS U.N.O ,/
<br /> 4X4 W AC4 —/ L �_---------J � �
<br /> � 2x STRUC. FASClA 4X4 W/ AC4 2x STRUC. FASCIA �
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE TRUSSES AT 24" O.C.
<br /> �
<br /> FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET S1.0. T �
<br /> �
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOtJBLE I q � ,� '
<br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLEQ STUDS � VENT DUCT�NG MIDDLE FLOUR FRl11VIING :�
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS � U N 1 T E1 C & E1 D P U N 1 T E1 A & E1 B & LOWER FLOOR SH EAR � 1ob No.: 13-47
<br /> UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS ; ORCH R04F FRAMING �
<br /> w
<br /> 1 4 =1 —0 � Sheet No.:
<br /> TOGETHER WITH (2) 16d AT 12" O.C, TYPICAL. ---------�
<br /> 1/4»=1'-0" z
<br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOQ FRAMING DETA(LS. � U � ,
<br /> _ Sheet Order: A g U F R E S � � �
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