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10
<br /> S9.4 BLOCK FLOOR
<br /> DIAPHRAGM POP-OUT
<br /> 2'-7� ABOVE ;
<br /> 10 �4�� 6'-3" '
<br /> ` S9.4 14
<br /> (2)2x6 GT POST 1'-g" ` 8'-1" ' S9.0
<br /> =
<br /> (3j 2x10 HDR 4 � � � � TYP. LVL 3.5x9.25 �' `
<br /> S9.0 GT ABOVE � GT ABQVE AT POP-OUT �, '
<br /> , LVL 3.5x9.25 i ! 6X6 " ��
<br /> AT POP-OUT ' _ _ �� ;
<br /> � 3 � ( GL 5% 12 H R 6X A I ._ I , ,�
<br /> TYP. � � � � � wH � i � !, ; ;� I ;
<br /> � 6 : � � o � � ; � � M � Ib ;r � ,n � �
<br /> -� S9.0 � �n ��n �, � i � THIS FACE OF BEAM
<br /> ' ------- ------ � � I"! I`�'• r- � ' � FLUSN WITH 6X6 POST ; � � ;, � � ;� � �'i � � !� ;
<br /> � ,� �
<br /> MIQDLE FL04R FRAMING ; �s c��t��t ���� ���t��i�� ;
<br /> UPPER FLCJOR FRAMING U N IT E1 �, E1 D & E1 F & LOWER FL40R SHEAR ��������t����""��°� ��°�� :
<br /> U N IT E1 B E1 D & E1 F MIDDLE FLODR SHEAR PLAN ��'���`���'��� � ������ '��� `
<br /> 1/4'-1 —O' � ��4�,_��-0" �1�� �r�rwe►�ik�x��dturch �am
<br /> r, .c
<br /> 5052 REGISTERED
<br />' 10 � ARCHITECT
<br /> S9AT WINDOW S9.4 2'_7�4 6'-3" 14
<br /> KING STUDS 59.0 �
<br /> 4 ' BLOCK FLOOR ' TYP. ROBERT E. WEIBLE
<br /> (3) 2x10 HDR S9'� ( DIAPHRAGM � STATE OF WASHWGTON
<br /> �
<br /> ' 6X6
<br /> � � GL 5Ya12HR �
<br /> � � �
<br /> 3 � ( 6X� � � � �
<br /> ' � TYP. ' � � � I � ; WH � � �
<br /> 6 � � � I � � THIS FAC� OF BEAM �
<br /> � � 59.0 � �� � � i i �,
<br />� � c.i ' � FLUSH WITH 6X6 POST •�
<br /> � ' i . . . ' 1� '� Q N I � N � 6 �L
<br /> O I
<br /> � r� Ir�i o a�I I rnx � � S9.0 �.;
<br /> �. � � , . u �--� X �n� � �n �
<br /> �' �-' v �'I I �' -' S9.0 A T STEP v
<br /> > �
<br /> i i i 1 1 � >1 > --� �..;
<br /> 1 � 1 � i *—
<br /> 1 � 1 i
<br /> i i i '. . . 1 1 I � �
<br /> 1 l � ¢
<br /> -- ' ' � � � i g � 11 �
<br /> ' ' ss.o TYP. �
<br /> r�- � � ' I � S9. �, � �
<br /> i i i5T � i� i ~\\�\ I . .'. I 1 1 1 i \` � �
<br /> ' LO E � �i �J�8 X � H D ' O `� ,. ——— � ��+ — � i \j
<br /> '� � - - - - - - � � `� � ;� � �D.�i GLB 5�/s 12 HDR � �Q : � �
<br /> ,�, /�\ � , �
<br /> t I \\ , � .
<br /> , 9 12 I � 'e
<br /> , . . . �-� °' �
<br /> U
<br /> �� � ` l S9.0 2) 2x10 FB r S9.0 TYP. ..i o o � o �
<br /> � ��_ _- � �--J --- � � � � z � �
<br /> , r-- - - -�-i m � � �o ,
<br /> _ _ � �'� J z O
<br /> � � ; o i � 1 �>a--- � (2)2x10
<br /> E1 UNIT VARIATIONS \ ; AB v )S i � � � 3 0'- o HDR �
<br /> A - SINGLE PORCH/ NO POPOUT AT REAR ,,,� i � N � � _ S9.0 `�
<br /> B - SINGLE PORCN/ POPOUT AT REAR �, I `� 2 N STAIR � cc
<br /> C - DOUBLE PORCH/ NO POPOUT AT REAR � � � � � � FRMG. � "- �
<br /> � � � o �
<br /> D - DOUB�E PORCH f POPOUT AT REAR STAIR Z � N
<br /> E - SMALL DOUBLE PORCHj NO POPOUT AT REAR ' � FRAMING � � POINT LOAD Q � T
<br /> F - SMALL DOUBLE PORCH/ POPOUT AT REAR RA(SED BEAM , : 2 2 g _ ASOVE J
<br /> n
<br /> 2 2x8 F _ � V a
<br /> ,�
<br /> SEE BUILDING PLANS FOR WHERE � `� 3 2x8 C� 16 OC ,, . . . , HDR 3 , RAISED BEAM � J
<br /> RAISED r
<br /> VARIATIONS OCCUR - GL 5%a 9 B LANDING EDGE --�
<br /> , - - - - - � LANDING HEIGNT � � Q r
<br /> O ' ' ---' cc
<br /> 2
<br /> , � , FACE OF , 2 2x8 +7?/s" A.F.F. �, W � Q N
<br /> BEAM c� � � ;��� �� �.; m � � �
<br /> U � � � � �� Fi O
<br /> ^ � Q� O � � � � � Q � �a x- � ��# a�' i � �
<br /> �� % �x� �$" °�$; FACE OF W
<br /> , C° Z � X � � Y����
<br /> � � � -' � N s�g �; g ` � � ��: BEAM �
<br /> � � CD .. "c}- � W G� .;�:=a€.� �> ai�px 3� � r � �
<br /> .. :;�s b z...4;
<br /> �� o � Q � � i o � , N � � RIPPfD 2x8 JOISTS (/�
<br /> o X ,�, X o Q w N � � � 16" o.c. FOR LANDING Q W m �
<br /> `- N N � i �- � � '� LANDING HEIGHT � �
<br /> r Q
<br /> �' � f � " � ;� +7%s" A.F.F. � Q Z o �
<br /> � � Q � o
<br /> ' o c� �' ' I �
<br /> N 6X6 ; 6 6 6 ■� W �
<br /> �
<br /> `� X6 _ 4x6 I _ (2) X10 HQ- _ ' 4X6 � —
<br /> S H E A R W A L L N 0 T E S � � � � 2 2x10 HDR 8 12 ! 2) 2X10 FfDR � � a
<br /> �
<br /> r�,.: �:;:w>� :x ` _ ; 12 16 Q _�
<br /> S9.3 S9.3 59.3 S9.3 � °' �
<br /> V`� .SHEAR WALL TYPE p — (2) 2x1 HD �- - � (2) 2X10 FB � '^ ��
<br /> �
<br /> PX � � �
<br /> SEE S1.2 FOR NAILING SHEAR WALL WfTH FORCE I
<br /> PX TRANSFER AROUND WINDOW � �
<br />� SEE 8/S1.3 � �
<br /> I I
<br /> HDXX HO�DOWN TYPE - SEE S1.3 FOR SCHEDULE I I �
<br /> �— � PORCM ROOF BELOW_____� �
<br /> THE WOOD SHEATNlNG DIAPHRAGM SHALL BE APPLtED (u
<br /> , TO SAME SIDE OF STUD WALL AS SHEAR WALL TAG �
<br /> AND SHALL CONTINUE ABOVE ANQ BENEATH OPENINGS. UPPER FLOOR FRAMINC MIDDLE FLOOR FRAMING � �
<br /> SOME SHEAR WALLS REQUIRE 3x PLATES AT THE U N IT E1A� E1C & E1 E MIDDLE FLOOR SHEAR PLAN U N IT E1A E1C & E1 E & LOWER FLOOR SHEAR p �
<br /> FOUNDATiON OR AT ABUTTING PANELS. SEE ��_ � �� _ �� � �� L � (�
<br /> SHEARWALL TABLE SHEET S1.2. 1�4 -1 -0 1�4 =1 -Q Q
<br /> SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAILS � �
<br /> � � �
<br /> ��„� ���,��, � .,, ,����,�� , W � ..� V
<br /> � � .., � � i � » �
<br /> F L O O R F R A M I N G N O T E S �— � +��6 A.F.F. � � � ;� +�;s�� A.F.F. '/1 � � .�
<br /> r.� N
<br /> � � � � ;� �
<br /> C6 � � 6 � � O �
<br /> SF STRUCTURAL FASCIA 5 4 x 8 FRAMING DIRECTION � (2) X10 HD � 6 4X6 (2) X10 HD � � ' 4X6 .� 9 •_
<br /> � � �
<br /> FB FLUSH BEAM • • � • i (2) 2X10 DR� O 2X10 HDR � � L
<br />� ' 12 16 ;
<br /> � � 12 16 � L �
<br /> HDR HEADER EXTENT OF FRAM�NG ! ___ ___ ___ ___ I � S9.3 59.3 __________ _ ___ ' S9.3 S9.3 � O ; Z
<br /> c�—PpRCH ROOF ; i � W =
<br /> GT GIRDER TRUSS SYMMETRICAL ABOUT I I .�.� O
<br /> THIS LINE ' '�'
<br />' GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185� 4x8 DR � � 4 8 HQR I 4X4 W/ ACE4 � �
<br /> —� - -�� --- - - _ �
<br /> FOR CAMBER INFO.) , � i = O
<br /> FLOOR JOISTS ARE TYPICALLY
<br /> 2x10 AT 16" O.C. ___________ 4X4 W/ ACE4 L __�— _
<br /> � a
<br /> � (2) 2x STUDS UNO BY OX , WHERE X=NUMBER OF STUDS U.N.O 4X4 W/ AG4 2x STRUC. FASCIA� 4X4 W/ AC4 2x STRUC. FASClA �
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE TRUSSES AT 24" O.C.
<br /> r
<br /> FLOOR SHEATHWG SHALL BE AS INDICATED ON SHEET S1.0. 'r Q
<br /> ' MIDDLE FLO�R FRAMINC
<br /> ALL BEAMS AND NEADERS SHALL BE SUPPORTED ON DOUBLE � � --'—
<br /> STUDS UNLESS NOTED OTHERWISE. PROVlDE 3 BUNDLED STUDS � VENT DUCTING U N IT E1A & E1 B & LOWER FLOOR SHEAR o Job No.: 13-47
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS ; U N IT E1 C & E1 D PORCH ROOF FRANIING „ � „ `'�
<br /> UNDER BEAMS LESS THAN 6 WIDE. FACE NAIL BUNDLED STUDS � „ , „ 1/4 =1 -0 z Sheet No.:
<br />� TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. ----------' 1/4 =1 -0 �
<br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOQD FRAMING DETAILS.
<br /> � U5
<br /> Sheet Order: A g U F R E S D I ..
<br /> _
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