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<br /> 10
<br /> S9.4 BLOCK FLOOR
<br /> QIAPHRAGM POP-OUT
<br /> ABOVE
<br /> 10 2�-?l4 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 � GT ABQVE AT POP-OUT
<br /> I LVL 3.5x9.25 i ;
<br /> � 6X6
<br /> AT POP-OUT _ __ _ _
<br /> - - _� _ _ �::
<br /> i � I GL 5/s 12 H R gX � , �
<br /> 3 � � i � �-- i ��
<br /> �
<br /> � 6 TYP. ' � o � I , , � :N� � � � �r, a t�; d :� �
<br /> � I ' � � THIS FACE OF BEAM • '} f
<br /> S9.0 � '. . . �,r� � 1 � � � � �, � � ', 1 �r 1. � � :
<br /> � _ ____ � � � �N � � ' ( � FLUSH WITH 6X6 POST
<br /> ,,, �
<br /> �� �- �`:.
<br /> MIDDLE FLOOR FRAMING �� ���������i�r ��,x#����;
<br /> UPPER FLOOR FRAMING U N iT E1 B E1 D & E1 F & LOWER FLOOR SHEAR �&G������w���`����� �s°�� �
<br /> 1J N IT E1 B, E1 D & E1 F MIDDLE FLQOR SHEAR PLAN � ������������� �����2�������� :
<br /> 1/4"=1'-0" ' 1/4"=1'-0" 1�t��k ��rv���`�rLand�ttrcll��r� �
<br /> ;
<br /> 5052 REGISTERED
<br /> 10 � ARCHITECT .
<br /> S9.o4 AT WINDOW S9.4 2�_7�4 6�-3" �4 /�
<br /> KING STUDS 59.0 !�`�
<br /> 4 ROBERT E. WEIBLE
<br /> 59.0 ' BLOCK FLOOR ' TYP. STATE OF WASHWGTON
<br /> (3) 2x10 HDR I DIAPHRAGM I
<br /> ' / 6X6
<br /> • � � � � GL 5�/s 12 H R 6X , �°'
<br /> 3 � I � i WH � �
<br /> � TYP. ' � c� � I I I � �
<br /> 6 t ' I � � I � �
<br /> � � � THIS FACE OF BEAM �
<br /> i i S9.Q i �� � � � I � a,
<br /> � Icv I I i FLUSH WITH 6X6 POST °�.
<br /> � � �
<br /> � i I � � �tj Q N� � N N 6 4
<br /> � � I� o oX l ' ax � � S9.0 d.;
<br /> ' �' i i i I--� 1] N �1 I � r�j 7 I �
<br /> I , . . f , (_' N �'I ! �' --, S9.0 AT STEP Z
<br /> >
<br /> � � , . . . � " >i > -,
<br /> � I ---'I � --' � ;
<br /> �
<br /> ' ' � � � � i -�
<br /> 1 1 4
<br /> , � � � � � � g 11 �
<br /> TYP. _
<br /> F�_ __ -� ,.� ! I I i S9. � S9.0 �
<br /> i i� o ( %� i �\ i . . . � � � � , � � � �
<br /> 0 E � G 5�/s X 1 HD % � � L % ' � �
<br /> � --- � - -I- ' � �
<br /> ' i - - - - - - - ``- � '� � � � GLB 5la 12 HDR \� �� % N .
<br /> �� /^\ , �,, ; � �
<br /> � '� ' � � 9 I r'� 12 i � U �'�� a ca
<br /> I' j S9.0 2) 2x10 FB S9.0 TYP. � o o � � o '�
<br /> � ��_ = � �----� --- � � � z � I �
<br /> i---- - - --i � 1 � �� � o O
<br /> E1 UNIT VARIATIONS � � � F ES � � � � i �� � (2)2x10 � Z
<br /> - i qg V � ( cv I 3 c? o� HDR !
<br /> A - SING�E PORCH/ NO POPOUT AT REAR \ , ; ; ^ � � � � S9.0 N I
<br /> �? � { � i . - �
<br /> B - SINGLE PORCH/ POPOUT AT REAR
<br /> C - DOUBLE PORCH/ N0 POPOUT AT REAR � � 2 � � , O STAfR � cc
<br /> D - DOUBLE PORCH/ POPOUT AT REAR STAIR FRMG. ; Z `� N
<br /> E - SMALL DOUBLE PORCH/ NO POPOUT AT REAR ' FRAM1NG � � � �' �
<br /> F - SMALL DOUBLE PORCH/ POPOUT AT REAR RAISED BEAM ' 2 2 8 � PO(NT LOAD n J � r
<br /> 2 2x8 F. .�. � _ � ABOVE � �
<br /> ` 3 2x8 � 16" OC _ HDR 3
<br /> SEE BUlLDING PLANS FOR WHERE ' � RAISED � � RAISED BEAM @ r � J
<br /> VARIATIONS OCCUR - GL 5�/a 9 B LANDING EDGE J
<br /> O - - - - - ' --- ' LANDING HElGHT � "r Q t°
<br /> � � i FACE OF i 2 2x8 � +7�/ts}' A.F.F. �+ � � a N
<br /> c �
<br /> BEAM � � � � �.������� 8���� � � r
<br /> U O
<br /> cn � a� s Fi � � o
<br /> � �
<br /> � r Q
<br /> ' � � � ; � Q m £��s��������5��=�s i�$�a ' FACE OF W Ll�l
<br /> � C° � i � -' �j N $ .� a �'�"�
<br /> =�- m �� o � ' z��s$�k.����������3;° � BEAM
<br /> � � .. Q W p e z��a� a� x s n r �
<br /> �o o � '-L � i o � , N X � RIPPED 2x8 JOISTS (/�
<br /> o X •~� � °' I Q o w N � � _ C�? 16" o.c. FOR LANDING Q W ;� U
<br /> `� N N \ � � `- � , � N `- LANDING HEfGHT � � m Q '
<br /> ,n � " ' i� +77is" A.F.F. � � � o >
<br /> I � �. J i I I � � Q .
<br /> � 6X6 � ! � 6 6 6 I � � �
<br /> N X6 _ 4x6 (2) X10 HD ' 4X6 = Z
<br /> S H E A R W A L L. N � T E CJ a � i 2 2x10 HDR 8 �2 2) 2X10 HDR � G o
<br /> 12 16 � �
<br /> `�•'k � S9.3 S9.3 ' -
<br /> S9.3 S9.3 -°i r
<br /> PX SHEAR WALL TYPE (2) 2x1 HD � � (2) 2X1Q FB LL �^ ��
<br /> �
<br /> SHEAR WALL WITH FORCE � � �
<br /> SEE S1.2 FOR NAILING pX TRANSFER AROUND WINDOW I I
<br /> SEE 8/S1.3 � �
<br /> I I •
<br /> �� HDXX NOLDOWN TYPE - SEE S1.3 FOR SCHEDULE I I },�
<br /> THE WQOD SHEATNING DIAPNRAGM SHALL BE APPLIED i PORCH ROOF_BELOW_____� �
<br /> TO SAME SIDE OF STUD WAL� AS SHEAR WALL TAG �
<br /> AND SHAL� CONTINUE ABOVE AND BENEATH OPENINGS. UPPER FLOOR FRAMING MIDDLE FLOOR FRAMING � ,'!�
<br /> SOME SHEAR WALLS REQUIRE 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 ABUTTlNG PANELS. SEE / j 0 �
<br /> SNEARWALL TABLE SHEET S1.2. " ' " ' ' '
<br /> 1/4 =1 -0 ��4,�_�°-0» �
<br /> � Q
<br /> SEE SNEET S1.2 FOR TYPICAL SHEARWALL DETAILS � �
<br /> � � �
<br /> �t�.., �,�,,,,� � ., ,��,.,�, � � � � V .
<br /> F L O O R F R A M I N G N O T E S ' � `" � � +�;6�° A.F.F, ' � � � � ;� +�;6�°�A.F.F. � � � N
<br /> , I � , � N �
<br /> � 6 6 6 � � 6 6 6 � � � �
<br /> SF STRUCTURAL FASClA (5/4 x 8� F R A M I N G D I R E C T I O N . (2) X 1 0 N D. . _ _ 4X6 ^ (2) X 1 Q H D� - _ ' q-X6 � � � ._
<br /> FB FLUSH BEAM � � (2) 2X10 DR� ,�,,
<br /> ( ) 2X10 HDR � �+-'
<br /> , 12 16 ; 12 16 U � d �
<br /> � --- --- -- --- � S9.3 S9.3 ; ---------- - --- S9.3 S9.3 � O ; Z
<br /> HDR HEADER EXTENT OF FRAMING _
<br /> i
<br /> GT GIRDER TRUSS �PORCH ROOF , � W �
<br /> SYMMETRICAL ABOUT i i � �
<br /> THIS LINE � � •�
<br /> GLB GLU-LAMINATED BEAM (SEE SHEET S9.0 (SEC. 06185) � 4x8 DR � 4 HDR 4X4 W/ ACE4 � �
<br /> FORCAMBER 1NF0.) �i - --- - --- - --- - - � - - � � � '
<br /> FLOOR JOISTS ARE TYPfCALLY i � I �
<br /> ------------- 4X4 W/ ACE4 L_ O a
<br /> 2x10 AT 16" O.C. � ---------------� �
<br /> � (2) 2x STUDS UNO BY OX , WHERE X=NUMBER OF STUDS U.N.O 4X4 W/ AC4 2x STRUG. FASCIA� 4X4 W/ AC4 `�2x STRUC. FASCIA �
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE TRUSSES AT 24" O.C. �
<br /> FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET S1.0. '1� Q
<br /> �
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPQRTED O�I DOUB�E ; vENT oucT,N� MIDDLE FLOOR FRAMING � - -"
<br /> STUDS UNLESS NOTED OTHERWISE. PROVIDf 3 BUNDLED STUDS � U N IT E1A & E1 B & LOWER FLOOR SHEAR � Job No.: 13-47
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS ; U N IT E1 C & E1 D PORCH ROOF FRAMING „ , ,. ``�
<br /> UNDER BEAMS L.ESS THAN 6 WIDE. FACE NAIL BUNDLED STUDS � 1/4 =1 -0 � Sheet No.:
<br /> TOGETHER WITH (2) 96d AT 12" O.C. TYPICAL. ---------� 1�4"=1'-0" z
<br /> � U5SEE SHEETS S9.0 & S9.1 FOR TYPICAL WQOD FRAMING DETAILS. �
<br /> Sheet Order: A B U F R E S D I �
<br /> _ _
<br />
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