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POP-OU T � <br /> ABOVE <br /> . �------------ ------------------ ` ��. ' _:: , ' . [ . <br /> 10 PT 4x8 FB <br /> 1 Q s9.4 � o �M <br /> 1 � , °Q <br /> S9.4 (2)2x6 GT POST � '2'-7 4� s' 3' x TYP. <br /> (3) 2x10 HDR `� '-9" BLO K FL OR �' 1" � � 14 P.T LE �ER, TYP. <br /> � � s9.a � ; D APHR GM � 9.o RE . D� AIL ' ; ' � <br /> _ ; � I LVL 3.5x9.25 , , <br /> � � GT ABOVE � � � AT POP-OUT ` ' <br /> T A VE ' �� <br /> � - - ;. ; �';; ' <br /> . � LVL 3.5x9.25 � 6X6 ! � ' �� , <br /> AT POP-OUT - - - � _i �i / -- _ - i � � . � � ;,� � .'� � ' <br /> � i , . 3 � I GL 5%a 12 N R 6X� � I I , � <br /> TYP. � � c� � ' � � WH� � �k � � � � � � �; � � <br /> � I li � <br /> ' ——_ � �� ' . . . . � � O (l�_, 1 �_ , � <br /> '———— ———————— � z <br /> �5 C��t�'Rd �Qy� �t1tt�+ �i`0 , <br /> MIDDLE FLO�R FRAMING �t������,����t����� �s��� <br /> UPPER FLOOR �RAMING � �� 1 , � � & LC�WER FLOOR SHEAR � ������:�'�° �.:��� ��� �r�°�f.; <br /> I�T � � � MIQDLE FLOOR SHEAR PLAN �/4"=�:_Q" �u�� ���� �►�ra�����«��i, ��� <br /> 1/4"=1'-0" <br /> , ` 5Q52 REGISTcRED <br /> I / ARCHITECT <br /> � r � � � � � r . A � � . <br /> PT 4x8 FB � BL x � <br /> � v IM RQBERT E. WEIBLE <br /> 10 C° � <br /> � STATE OF WASHINGTON <br /> S9AT WINDOW Sg�� �2 -7 q" 6' 3" � �, 14 P.T LE ER, TYP. <br /> KING STUDS S9.0 RE . DE AIL <br /> 4 � � LOC FL OR � � � � <br /> (3) 2x10 NDR S9.0 � I DI NR GM I � <br /> - � ' > <br /> -- - - � � <br /> .. i � i / � � 6X6 �'' <br /> � .,,, <br /> - - - -- -- - - -- - - ,.� <br /> � 3 � GL 5% 12 N R 6X � '� <br /> I .'. , ( � ' � W� j� � <br /> . ' TYP.� � � � � � � � � �� � <br /> I � <br /> 6 i I � � i � THIS FACE QF BEAM � <br /> , � S9.0 � . . . . N �N `�' � � � , FLUSN WITH 6X6 POST �,.,; <br /> ,� �6; �o; �--. �n( � �n N � 6 � <br /> � i i � in u� Q N c�( a, � ,� <br /> o Ir� ��i o �I I aX�` �� S9.0 u3 a� <br /> ' J �J X �1 1 u� 1 W -� <br /> �t- � � r7 <br /> ' : � '_' N �'I � �' -' 59.0 AT STEP ¢ a« <br /> � , � . . . � � " >� ( � �� <br /> ' � . � � ^') i � ` � <br /> � U �r,s. <br /> � � <br /> u.l <br /> i � � � Z � <br /> , , � � � � g � ( 11 TYP. � � <br /> � S9.� �'" <br /> t : � � � � S9. �� co a� � <br /> � i�^ � i � � �`�\ I 1 1 1 � `� ` I � a ,cn <br /> O� �� a G 5% X 1 ND e � r. : ' -� � �� --- i � � � i `t � � <br /> , � <br /> �� � m , _ � I � O � - �, <br /> � `' � �-:� -t-�---`� � , % � � � GLB 5�/s 12 DR �� ' � % �- Z � <br /> � ' � I �� . �_ � � o <br /> E1 UNIT VARIATIONS 1 1� { 9 �� � ; <br /> ! s9.o " � ;� , r� . e. � � , ��' <br /> � fi i 12 TYP. � I � � ��Y ��;,`.1 �" -' <br /> � ,�--� � 2) 2x10 FB � 59.0 I o o '- ! � � ,� � � � <br /> 1 � (n �y a..�....i ..� � :i i �,. .s...�� �4'� <br /> A - SINGLE PORCN/ NO POPOUT AT REAR � �-�=-� = � ��--� ��' ' I � � � � <br /> �___. ___. _��____ �_, � � � � �n , ' <br /> B - SINGLE PQRCH POPOUT AT REAR � � '-�- � `�`' ��➢� -a <br /> C - DOUBLE PORCN/ NO POPOUT AT REAR ' ; F X ' ES ; � ' � .I �� � (2)2x10 �� J��'� [� � ���% � � � <br /> 0 o NDR � � <br /> � � i e cv ' S9.0 � I �r i M. �'t� �,,��" t��?�i�.�� 3� °' cG� <br /> D - DOUBLE PORCH POPOUT AT REAR �, ; AB V ) ; � �` .j 3 X �- � � <br /> , , , � ,� ;� N t..� .� <br /> E - SMALL DOUBl.E PORCH/ NO POPOUT AT REAR �' I � � v> � � ' - � ' �,���-Y��� ,r�+,�',��{J�,� a � <br /> F - SMALL DOUBLE PORCH/ POPOUT AT REAR � � q 2 , � I O STAIR ., � <br /> � � <br /> 02 ' STAIR � �' � � FRMG. ' j 1 (�, <br /> C�� � � r <br /> SEE BUILDlNG PLANS FOR WNERE � FRAMING � I � � � . , � <br /> VARIATIONS OCCUR I d i <br /> � RAISED BEAM ` ' r � POINT LOAD � �' J � <br /> � � �2 2x8 t . . . 2) 2 8 ! I � -- ABOVE � � ,� �- <br /> . , { I�i.l <br /> `� SI SO 3 2x8 � 16" OC � � ---! HDR � I Q- ., � o <br /> . <br /> I � o N <br /> � G L T � RAISED � � RAISED BEAM � � �. <br /> - _ GL 5�/a 9 B I . , . . I LANQING EDGE � � � <br /> O � � _ ' ' ��(� , _--; LANDING NEIGHT � <br /> � FACE OF � 2 2x8 +��s" A.F.F. � W a <br /> � � � �� � <br /> � BEAM ' �' � '"��:���x���s� ' � � <br /> .-� I � � � ��'�� ' �� � � <br /> � ° � � <br /> I O O I ' (� � m 'S�$�$ � ��fr���$ ��j � FAC� OF m � <br /> c0 N -� � � s��s��,s ��1Y $ �� � � c a <br /> � �s� �� � BEAM � Z 3 >` <br /> � o o ��� �� � .��� � � a <br /> � � , � <br /> '�- m � _ '�- o > >. ,� .=,=u � <br /> "� ' o � Q � � i o � N a RIPPED 2x8 JOISTS � Q � � <br /> o � � X o � ,�, N � Q 16 o.c. FOR LANDiNG � <br /> N � c.xi x I � r- � -' � ` `- LANDING NEIGHT ■� W Z <br /> � � ( 1 d. N <br /> i i N � � � � � `_' � ;� +7%s" A.F.F. � <br /> � <br /> SHEAR WALL NOTES � o � ' � f I � _ <br /> ��r ,:�:<::: �:;;:>::�; ,�t�:.t�`::;:m�.� N 6X6 � ( 6 ' Q � <br /> �>` , �: `� X6 � � 4x6 � � (2) X10 HD 6 6 � � � t� <br /> , <br /> ., <br /> �X SHEAR WALL TYPE -�� � � - � _ <br /> � <br /> - -, _ <br /> � <br /> � ___ _ -� _ _ <br /> SEE S1.2 FOR NAILING PX THEAR WALL OITN FORCE � � i i � 2 2x10 HDR 8 �� �I i �) 2X10 HDR �2 �6 T <br /> RANSFER AR UND WINDOW <br /> SEE 8/S1.3 E `�- --..-. S9.3 S9.3 <br /> - - - � � ; ; S9.3 S9.3 <br /> HDXX NOLDOWN TYPE - SEE S1.3 FOR SCHEDULE (2) 2x1 HD � � (2) 2X10 FB <br /> �- i i � <br /> � � � <br /> THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED � � (� <br /> TO SAME SIDE OF STUD WALL AS SNEAR WALL TAG � � <br /> AND SHALL CONTINUE ABQVE AND BENEATH OPENINGS. � � <br /> SOME SHEAR WALLS REQUIRE 3x PLATES AT THE i PORCN R00� BELOW_____� � � <br /> FOUNDATION OR AT ABUTTlNG PANE�S. SEE � �j <br /> SNEARWALL TABLE SHEET 51.2. � � <br /> UPPER FLOOR FRAMING MID[�LE FLOOR FRAMING � <br /> SEE SNEET S1.2 FOR TYP(CAL SNEARWALL DETAILS lW1 � 1�' E1A E1 C � 1 E MIQD�E FLQQR SHEAR PLA�I U � �� ��� E1 C �c E� E & LOWER FLOOR SHEAR Q, = o <br /> ��4„_��-�" _ � ��4,�_�� �,� � W � p � <br /> - - - .�,+ <br /> F L � 4 R F R A M I N G N O T E S „�.� � v "��v� " , , . ",�.v��.v ����.,,, , � � .� <br /> � � " � ;� +7%s" A.F.F. ' � � � ' i� +7%s" A.F.F. � N <br /> � y {� <br /> , ~ � � � r � � � a � 3 <br /> SF STRUCTURAL FASClA (5/4 x 8) FRAMING DIRECTION 6 6 6 � 6 6 6 �� � � � <br /> � (2) X10 HD 4X6 ' (2) XT0 HD ' 4X6 � � � <br /> FB FLUSH BEAM � a_ r ■ . •• � � _ _ r � � � _ _ �` '�+ L <br /> � �) 2X10 DR� � jO^2X10 NDR U � � o <br /> HDR HEADER EXTENT OF FRAMfNG � 12 16 � 12 16 � � ; � <br /> � F S9.3 S9.3 S9.3 59.3 <br /> GT GIRDER TRUSS ---- ---- --- --- ' ' ---------- -- -- , <br /> OF � W 0 <br /> �—PQRCN RO � � <br /> SYMMETRICAL ABOUT � �I <br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) � TNIS LINE � � A <br /> FOR CAMBER INFO.) � 4X4 W/ ACE4 — <br /> FLOQR JOISTS ARE TYPICALLY _ _ _ � 4x8 DR _�� _ . 4 8 HQR ; � o <br /> 2x10 AT 16" Q.C. ~ <br /> � � <br /> � (2) 2x STUDS UNO BY X�, WHERE X=NUMBER OF STUDS U.N.O ' � � a <br /> ------------ ---------- 4X4 W/ ACE4 <br /> �———— —_————J � <br /> HANGERS fNDICATEQ ARE SIMPSQN STRQNG-T(E 4X4 W/ AC4 2x STRUC. FASCIA� 4X4 W� AC4 �--2x STRUC. FASCIA ,��. <br /> TRUSSES AT 24 O.C. <br /> FLOOR SHEATHING SNALL BE AS INDICATED ON SHEET S1.0. '1� Q <br /> � <br /> � <br /> ALL BEAMS AND NEADERS SHALL BE SUPPORTED ON DOUBLE ; VENT DUCTING MI�[�LE FL�OR FRAMING � 1ob No.: 13-47 <br /> STUDS UNLESS NQTED OTHERWISE. PROVIQE 3 BUNDLED STUDS ; <br /> UNDER BEAMS GREATER TNAN 6" WIDE AND 2 BUNDLED STUDS � � 1 � 6X, LOWER �LOOR SHEAR �� Sheet No.: <br /> UNQER BEAMS L�S� THAN 6" WIDE. FACE NAIL BUNDLED STUDS I �„� � ' � ' PORCH R40F FRAIviING » , „ <br /> TOGETNER WITH 2 16d AT 12 O.C. TYPICAL. ----------' 1�4 =1 -0 � <br /> ��4f,_�°-0" � � � <br /> SEE SNEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMlNG DETAILS. Sheet Order: A � U F R � � D I � <br /> � <br />