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<br /> 10
<br /> S9.4 BLOCK FLOOR --�
<br /> 10
<br /> DIAPHRAGM POP-OU T
<br /> S9.4 2 -��4n 6'-3' ABOVE
<br /> (2)2x6 GT POST ��-
<br /> (3) 2x10 HDR 4 1�-9�� � $�-1" ' S9.0
<br /> �'►'� LV� 3.5x9.25
<br /> - S9.0 GT ABOVE ` GT ABOVE AT POP-OUT
<br /> I LVL 3.5x9.25
<br /> (I 6X6
<br /> AT POP-OUT ' _ _
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<br /> UPPER FLOOR FRAMINC MIDDLE FLOOR FRAMING ZS C�ntrai i�lay, s��t� 7�0
<br /> U N IT E1 B E1 D & E1 F MIDD U N IT E1 B E1 D & E1 F & LOWER FLOOR SHEAR K�rk���d, Wash�ngfian g$���
<br /> � LE FLOOR SHEAR PLAN � P: ��s.as�.7��� F:�2s.5��.�20$
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<br /> 1/4"-1'-0" � �feb: www:rr�iibr�ndt�rch.com .!
<br /> 10 10 5052 REGISTERED
<br /> S9.4 AT WINDOW S9.4 � -1 � ARCHITECT
<br /> 2—��4 6'-3" 14 �
<br /> 4 KING STUDS S9.0
<br /> (3) 2x10 HDR_ S9•� ' BLOCK FLOOR i TYP. ROBERT E. WEIBLE
<br /> � _ I DIAPHRAGM STATE OF WASHINGTON
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<br /> � i� F ES ; o i � >- m (2)2x10 i 'i z �
<br /> A - SINGLE PORCH/ NO POPOUT AT REAR � � AB V ) �� �: I I � 3 0'- �o HDR '
<br /> B - SINGLE PORCH/ POPOUT AT REAR ,�, � � ; N ' � � S9•� N I
<br /> C - DOUBLE PORCH/ NO POPOUT AT REAR � ) I i I - ,
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<br /> D - DOUBLE PORCH/ POPOUT AT REAR � ' � O STAIR
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<br /> STAIR FRMG. �
<br /> E - SMALL DOUBLE PORCH/ NO POPOUT AT REAR o r
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<br /> - ALL DOUBLE PORCH/ POPOUT AT REAR RAISED BEAM � POINT a �'
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<br /> I ' 3 2 2x8
<br /> i ABQVE �.
<br /> SEE BUILDING PLANS FOR WHERE � HDR � a
<br /> VARIATIONS OCCUR , 2x8 @ 16" OC 3 I ♦ ♦
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<br /> - GL %a 9 B _ _ I RAISED i � RAISED BEAM C� � � J
<br /> O � __ ( LANDING EDGE J
<br /> LANDING HEIGHT W � Q �
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<br /> ' cv X6 � i I 6 6 6 I � W �
<br /> SHEAR WALL NOTES � _ 4x6 �2� x,oHo , 4 Z
<br /> � � 2 2x10 HDR I � - - - - �6 s' �
<br /> � � � 8 12 ' � 2) 2X10 HDR � � �
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<br /> S9.3 S9.3 12 16 ,
<br /> PX AR WALL TYPE (2) 2x1 HD ! ! ' S9.3 S9.3 � � �
<br /> SEE S1.2 FOR NAILING SHEAR WALL WITH FORCE I � (2) 2X10 FB � N u
<br /> PX TRANSFER AROUND WINDOW �
<br /> SEE 8/S1.3 � � d.
<br /> � �
<br /> �— HDXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE � I
<br /> I �
<br /> THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED ! i .
<br /> _ PORCH ROOF BELOW �
<br /> SAME SIDE OF STUD WALL AS SHEAR WALL TAG =
<br /> AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS.
<br /> � '
<br /> SOME SHEAR WALLS REQUIRE 3x PLATES AT THE UPPER FLOOR FRAMING MIDDLE FLOOR F �
<br /> FOUNDATION OR AT ABUTTING PANELS. SEE U I�I IT E1A E1 C & E1 E MIDDLE FLOOR SHEAR PLAN RAMING �
<br /> � U N i T E1 A E1 C & E1 E & LOWER FLOOR SHEAR �- �
<br /> SHEARWALL TABLE SHEET S1.2.
<br /> ' � �
<br /> 1/4"-1'-0" 1/4"=1'-0" �
<br /> SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAILS ..
<br /> � Q
<br /> � �
<br /> � �
<br /> � �,�.,, ,�".,� � _
<br /> FL OR FRAMING NOTES �- � �
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<br /> , � ' i� +7�6" A.F.F. � G� C � .
<br /> SF STRUCTURAL FASCIA I 6 X1 6 6 I i 6 � � � � �
<br /> {5/4 x 8� FRAMING DIRECTION , I y
<br /> FB FLUSH BEAM . ( ) 0 HD. . - g g O � .
<br /> 4X6 I (2) X10 HD � 4X6 � 3 �
<br /> � 2) 2X10 DR� O 2X10 HD � � �
<br /> � 12 16 � I � �
<br /> HDR HEADER EXTENT OF FRAMING �2 �6 � Q
<br /> --- � S9.3 S9.3 V � L
<br /> --- --- --- I S9.3 S9.3 O ; Z
<br /> GIRDER TRUSS �—PORCH ROOF W
<br /> � SYMMETRICAL ABOUT � � � W �
<br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) j I THIS LINE j ; � O
<br /> FOR CAMBER INFO.) � � 4X4 W/ ACE4 "� �
<br /> FLOOR JO►STS ARE TYPICALLY ; _ ___ _ _� DR '
<br /> --- - - ; � 4 8 H� � � �
<br /> � (2) 2x STUDS UNO BY XO, WHERE X=NUMBER OF STUDS 2x10 AT 16 O.C.
<br /> I , � �
<br /> U.N.O � --------- --------- 4X4 W/ ACE4 � O .
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE 4X4 W/ AC4 2x STRUC. FASCIA� -- J
<br /> 4X4 W/ AC4 �-2x STRUC. FASCIA � �"
<br /> TRUSSES AT 24" O.C.
<br /> FLOOR SHEATHiNG SHALL BE AS INDICATED ON SHEET S1.0. T �
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE '
<br /> STUDS UNLESS NOTED OTHERWlSE. PROVIDE 3 BUNDLED STUDS ; VENT DUCTING Q
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS ! MIDDLE FLOOR FRAMING �,
<br /> UNDER BEAMS LESS TNAN 6" WIDE. FACE NAIL BUNDLED STUDS j U I� IT E1 C & E1 D PORCH ROOF FRAMI U N IT E1A & E1 B & LOWER FLOOR SHEAR � 1ob No.: 13-47
<br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPfCAL. ' NC W
<br /> 1/4"=1'-0" 1/4"=1'-0" � Sheet No.:
<br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. z
<br /> � U5�
<br /> Sheet Order: A B U F R E S D I M
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