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<br /> POP-OUT
<br /> � ABOVE
<br /> �---------- ----------- . .
<br /> - - - - - - - �
<br /> 10 PT 4x8 FB
<br /> I 10 S9.4 � � � �p,� I
<br /> 1
<br /> , S9.4 (2�2x6 GT POST 2-�i4 6' 3" '� TYP. '
<br /> (3} 2x10 HDR 4 '-9" BLO K FL OR 8' -1" � � 14 P.T LE ER, TYP.
<br /> ! S9.0 � D PHR GM i 9.0 RE . DE AIL
<br /> i
<br /> � LVL 3.5x9.25
<br /> � �. _ , ,
<br /> � j "- GT ABOVE � q � AT POP-OUT 3 '
<br /> � �
<br /> ' { ; '�
<br /> � LVL 3.5x9.25 . 6X6 '
<br /> AT POP--OUT _i _ } �
<br /> i � � GL 5%s 12 H R -- - - �; � � � � � � `� � .k
<br /> 3 � 6X � i - I WH� j ,�. � � � � �: � � � � !
<br /> TYP. � i � � ( - -
<br /> - , ,
<br /> � =----------------J � � /a\ ' � � o � � � � I � ! �., �� ; � .
<br /> � ' MIDDLE FLOOR FRAMING ��i���,������������i��� .
<br /> UPPER FLOOR FRAMING U N I T E�I B, E1 D & E1 F & LOWER FLOOR SHEAR � �������'�° �`�����������
<br /> , U �I 1 T E 1 6, E 1 � �c E 1 F n�I D D L E F L O O R S H E A R P L A N �/4"=�'-o" �����!�"' "'��c�C�����'���'��� :
<br /> 1/4„=1'-0"
<br /> 9�.�t�`�;i . ��,.�,�����,�
<br /> �����_y;`��`�'�..'"-'_� ��31 ��Fa3, 5052 REGISTERED
<br /> � _ " " ` ' ARCHITECT
<br /> � �6 �` �
<br /> . ; � .� . � � .� � � � � . �,r l �
<br /> ' � PT 4x8 FB � BL x � �
<br /> � � �� .����� � � ���� �
<br /> � � fM � ROBERT E. WEIB�E ,
<br /> � � �o �
<br /> CO �(�i�`�' ��)�� ��f��� S�Y�� STATE OF WASHINGTON
<br /> � 59.4 S9.4 '-7 4 g� 3°� a � 14 P.T LE ER, TYP. '4 �� � �j ��
<br /> AT WINDOW �� ���;l��f�f� d�g:;�"�1l��:�
<br /> - KING STUDS S9.0 RE . DE AIL "
<br /> 4 � LOC FL OR �
<br /> (3} 2x10 HDR Sg'� I DI HR GM I �
<br /> -- - - �
<br /> � � a�
<br /> ' � � � / � � 6X6 ' �,
<br /> - - - -- -- - - - - - .�
<br /> � , . 3 � G!_ 5%a 12 N R 6X '�
<br /> � � � ' � � I WH� I � - '
<br /> � ' � � � I I �
<br /> � TYP. i i �
<br /> 6 � ' � I � � THIS FACE OF BEAM �
<br /> i � S9.0 � i� � i I I ( � ,
<br /> � , r c.i cv � FLUSN WITH 6X6 POST L;
<br /> � z
<br /> i,,� i I 1� 1� Q N 1 1 N � 6 "+'
<br /> X S9.0 v� �
<br /> , �i � . . .'. � �� o aXl I 6' ' I •
<br /> _t �J X �1 1 �.c"5 � W .�
<br /> � I ' ' � �J N �'I � �' --� 59.0 AT STEP Q ,�
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<br /> �
<br /> � W �
<br /> i I � � Z �
<br /> I
<br /> � � � � � � g � 11 TYP. I � �
<br /> S9.0
<br /> �my.M � �Y �V
<br /> � t� � � � i � � 1 S9. �� � -�� cO � � .
<br /> � � � ��� � '`�`� 1 1 1 1 � 1 � � � Q ,a»
<br /> 0 �!� � G 5�/a X 1 HD % � �� ' � + � �; � d. �
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<br /> � � - � �
<br /> � ,, - - - - - - - ; � �� , .0 J GLB 5'/e 12 DR `� � 4 % o � '
<br /> j�' ( �� � � �� � � � � Z �
<br /> . �' � �� �i - I � � .
<br /> ' E1 UNIT VARIATIONS ' ;� i ��. 1 9 r �2 TYP. I � �'. w ��� �
<br /> � I �, S9.0 2) 2x10 FB S9.0 I o o �
<br /> A - SINGLE PORCH/ NO POPOUT AT REAR � '�_-- -_ = �-----� --- ' � � z �
<br /> , B - SINGLE PORGH/ POPOUT AT REAR ; �; m � I �� � �
<br /> C - QOUBLE PORCH/ NO POPOUT AT REAR ' ��F ES � a � ' .I 3 a~ o (2HDR o � � � �
<br /> D - DOUBLE PORCH/ POPOUT AT REAR � t AB V ) � � ^ � � � 59.0 N � z � �
<br /> E - SMALL DOUBLE PORCH/ NO POPOUT AT REAR �' r - � cn � w � � ' -. :� ' a o
<br /> F - SMALL DOUBLE PORCH/ POPOUT AT REAR � � � 2 , � ! . O STAIR ., a ,
<br /> � I
<br /> �2 STAIR � � FRMG. ' �
<br /> ..a...
<br /> SEE BUILDING PLANS FOR WHERE � FRAMING � I � `
<br /> VARIATiQNS OCCUR _ ` � POINT LOAD � �" �.I
<br /> � � 1 2 2x8 RAISED BEAM I . . . . . . 2) 2 g �� . ABOVE � � '
<br /> Q co
<br /> f - , � � � o
<br /> � , Sl SO 3 2x8 � 16 ' OC � HDR 3 n � a N
<br /> � , GLT � RAISED , � RAlSED BEAM C�? "� � � .
<br /> - GL %s 9 B LANDlNG EDGE � � �
<br /> O � ' ' ' ' ' � ---; - LANDING HEIGHT t Q
<br /> , � , FACE OF I 2 2x8 +��s�� A.F.F. � W w
<br /> � BEAM ' v c~i� �� � n � _
<br /> � 3� � �
<br /> � o -� $ � i �
<br /> � o �
<br /> ' i � w. � �� � § ; � � (�
<br /> � c~n c° m � qs � >��� � ��� FACE 0� (, m �
<br /> � � � , � � �:�� �g =_ �_' BEAM � Q Z 3 a .
<br /> �� CO _ a�{- � � Q;�` s sy "���$ s a s �"�' � � a �
<br /> � � � �- � o � � N � RlPPED 2x8 JOISTS � Q � p
<br /> o � � � Q � � � o � ,,, N � � 16" o.c. FOR LANDfNG .�,r .
<br /> �-- cv � N x I � �- � � N � LANDING HEIGHT ■� � �
<br /> r � � N � i � � � " I � ;� +7'/s" A.F.F. = Z
<br /> SHEAR WALL NOTES � o � ' � , , _ � - �
<br /> � Q
<br /> 0
<br /> >. :,..>.� ::,.: . I N "
<br /> .,. � X6 � ..
<br /> x 6X6 � 6 6 6 �
<br /> > `� � 4x6 i (2) X10 HD _ _ ' 4X6 � �, �
<br /> �X SHEAR WALL TYPE
<br /> - - - -
<br /> SEE S1.2 FOR NAILiNG SHEAR WAL� WITH FORCE '
<br /> � � � � j � 2x10 HDR � �2 i i (2) 2X10 HDR �
<br /> ' ! 12 16
<br /> PX TRANSFER AROUND WINDOW ! � � S9.3 S9.3 � ! 59.3 59.3
<br /> SEE 8/51.3 �
<br /> - - -
<br /> ,- '
<br /> (2) 2x10 HD � � (2) 2X10 FB �
<br /> �- HDXX HOLDQWN TYPE - SEE S1.3 FOR SCHEDULE � � �
<br /> I i
<br /> THE WOOD SHEATHING DIAPNRAGM SHALL BE APPLIED � � � �
<br /> � TO SAME SIDE OF STUD WALL AS SHEAR WALL TAG � � �
<br /> AND SHALL CONTINUE ABOV� AND BENEATH OPENfNGS. � �
<br /> SOME SHEAR WALLS REQUIRE 3x PLATES AT THE � PORCH RQOF BELQW_____J � �
<br /> _
<br /> FOUNDATION OR AT ABUTTING PANELS. SEE0 �'j
<br /> SHEARWALL TABLE SHEET S1.2. � �
<br /> ' SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAILS U P P E R F L O O R F R A M I N G M I D D L E F L O O R F R A M I N C > �
<br /> � I�r I I T E�I A, �1 C 8� E 1 � M I D D L E F L O O R S H E A R P L A N U N I T E 1 A, E 1 C �c E 1 E & L O W E R F L O O R S H E A R � = p
<br /> �
<br /> ���,�=1�_0„ � ��4.>=1'-0" � � � U
<br /> FLOOR FRAMING NOTES ��� � �
<br /> �.�,��.., ������� , � u. cv -
<br /> � � � � �,,�.�.�,.� � ����,, , Q� C
<br /> � � ``" ' ;� +7�/s" A.F.F. � � `� � r. +7�is'� A.F.F. � N
<br /> � � N � .
<br /> , , � � _ o � 3
<br /> r SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTION � 6 6 � 6 6 6 .� � �
<br /> . � (2) X10 ND � � (2) X10 HD � � .
<br /> FB FLUSH BEAM � -- � � ` � _ _ 4X6 I _ _ _ _ � 4X6 � � '�
<br /> i �) 2X10 DR{ O 2X10 HDR U � i Q
<br /> , HDR HEADER EXTENT OF FRAMING � 92 16 � 12 16 � O ; Z
<br /> GT GIRDER TRUSS __ ' � 59.3 S9.3 S9.3 S9.3
<br /> ---- --- --- -
<br /> ' ------- - -- ~ W C
<br /> ( �-PORCH ROOF � �.+r O
<br /> I SYMMETRICAL ABOUT i '�
<br /> �
<br /> GLB GLU-LAMlNATED BEAM ($EE SHEET 51.0 (SEC. 06185) THIS LWE �I 4X4 W/ ACE4 � �
<br /> FOR CAMBER INFO.) � '
<br /> FLOOR JOISTS ARE TYPICALLY _ __ _ _� �R _,_,_ _ . � 4 HDR � O
<br /> ,� ;
<br /> �
<br /> � �
<br /> � (2) 2x STUDS UNO BY X�, WHERE X-NUMBER OF STUDS U.N.O I
<br /> �" , ----------- 4X4 W/ ACE4 L----- -J Q� 0"
<br /> 2x10 AT 16 O.C.
<br /> r HANGERS INDfCATED ARE SIMPSON STRONG-TIE 4X4 W/ AC4 2x STRUC. FASCIA� 4X4 W/ AC4 �-2x STRUC. FASCIA r
<br /> , TRUSSES AT 24 O.C. .
<br /> FLOOR SHEATHING SHALL SE AS INDICATED ON SHEET S1.0. '1� Q
<br /> �
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DQUBLE �
<br /> ' STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS � VENT DUCTING "
<br /> M(DDLE FL40R FRAMINC o 1ob No.: 13-47
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS ; U I�I 1 T E1 A �c E1 B & LOWER FLOOR SHEAR � Sheet Na.:
<br /> UNDER BEAMS LESS THAN 6 WIDE. FACE NAIL BUNDLED STUDS ; lJ I� 1 T E1 C t�c E1 D PORCH ROOF FRAMING „ , » z
<br /> TOGETHER WITH (2) 16d AT 12 O.C, TYPICAL. ----------� 1l4 =1 -0 �
<br /> 1/4"=1'-0" `� � � �
<br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WQOD FRAMING DETAILS. Sheet Order: A B U F R E S D I �
<br /> T
<br /> �
<br /> _ _ ��_
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