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DOUBL� PORTAL SWSB 18x7 �
<br /> 4 "
<br /> S9.0 TYP. S9 Q TYP. POP-OUT
<br /> 12 12 ABOVE
<br /> S9.4 S9.4 6x6 POST & HD ABOVE
<br /> (3 2x1Q HDR � 5 x16 SL H R- - , ---- ; ^ .
<br /> - - .. ' BLOCK FLOOR ;;
<br /> 6X6 DIAPNRAGM ,
<br /> 6X6 i SEE NOTE ' �-
<br /> � , � / 6 7
<br /> � 6X 6X6 G AB VE 06160 S1 0 �
<br /> T � SER OF � 6 � `
<br /> S� S9.0 r��
<br /> � F MG. LAN I S9.0 TYP. ' i � AT STEP F , ' �� '
<br /> � HIPPED ROOF FRAMING , ,' � ;,
<br /> cv E--- F R W ICH , LOCATED ABOVE FLOOR ` GT ABOVE - SEE '; q s '
<br /> �! � A PLIE I �T STEP FRAMING. SEE HIPPED ` � ROOF FRAMING �
<br /> S9.o / � � � ; b � _� � �� fi ;
<br /> � ? o , GARAGE ROOF FRAMING ; PLAN FOR WHICH ; '
<br /> S9.0 s � PLAN TNIS PAGE f f � APPLIES J � , , ' �'
<br /> � 7y�-�.. � �„ �` � ;� I � � F� f � 3
<br /> I GT ABOVE ��. � � � � � � � � I
<br /> � �
<br /> MIDC�LE FLOOR FRAMING ���£�����+������� s���� ��� �,� �
<br /> I►.,� I�T E� �C 3 � MIDDLE LEVEL PLAN U I� E LOWER FLOOR SHEAR �'�yq�,}/��[[�'��`��'{/1���'��tl}�S`� '��}���(�Q� ��' � �
<br /> �-JY hsr���11�TY�!��fi�.i�C,+ ��Nu��l/lf_.,'
<br /> /) / /! . . . . . ... . . . . 1I )� )) . � �
<br /> 1/4 -1 -0 AT REAR POPOUT 1/4 =1 -0 AT REAR POPOUT ����5��� ��(����������h �p�p �
<br /> SEE BLDG. PLAN WHERE OCCURS SEE BLDG. PLAN WHERE OCCURS � �k '�
<br /> 4 "
<br /> 59.0 TYP. UOUBLE PORTAL SWSB 18x7 GT ABOVE - SEE
<br /> 12 5052 REGISTERED
<br /> S9,4 12 4 TYP. ROOF FRAMING PLAN � ARCHITECT .
<br /> 59.0 FOR WNICH APPLIES
<br /> S9.4 /f� _ � �
<br /> 3 2x10 NDR 5Yax16 PSL HDft � Ir � ����
<br /> � _ 6X6 ROBERT E. WEIB�-�
<br /> 6X6 � � BLOCK FLOOR � I � STATE OF WASNINGTON .
<br /> , DIAPHRAGM , � I
<br /> 0 6X 6X6 G AB VE
<br /> SEE NOTE TRUSSES AT �
<br /> _ � S E R OF I 6 TYP. 06160/S1 0 6 � I
<br /> � �- F MG. LAN S9•0 � � 24" O.C., TYP. I
<br /> �.. i S9.0 S9.0 I �
<br /> X �
<br /> � F R W ICH , � HIPPED ROOF FRAMING � ' AT STEP >
<br /> o A PLIE S9.0 r srEP LOCATED ABOVE FLOOR ; GT AB�VE - SEE i �
<br /> 1 ' FRAMING. SEE HIPPED � � ROOF FRAMING � � ;�
<br /> S9.0 C° GARAGE ROOF FRAMING PLAN FOR WHICN � .
<br /> TYP. PLAN TNIS PAGE. / i APPLIES 2x FASCIA 1 � �'� .
<br /> T A OVE o GT ABOVE GT ABOVE � ' � X � �
<br /> TYP. Q EE ROOF X ' ' , i I `�
<br /> g N SEE ROOF �
<br /> = RMG. PLA FRMG. PLAN HDU11 12 , , a
<br /> S9.2 o pR HICH � FOR WHICH s9.2 � I �,,;
<br /> cv PPU S 2x6 LEDGER � �
<br /> ^� APPLIES AT LANDING I � ,,;
<br /> DOUBLE CMST12 � ' GT ABOVE TYP. EA. END , I ;
<br /> STRAPS � T A OVE �; " ' ��' 6x6 � ' GT ABOVE � �
<br /> �` "
<br /> � 4 ' -� i�� g/ CMST12 � _
<br /> Zx6 LEDGER TYP. �O f 4X6 � Q � YP. CMST12 STRAP - 0 STRAP '-- 6
<br /> � . ;
<br /> S9.2 � i � � �2 �5 � / �
<br /> 3 �
<br /> _} 2 GLB 3Ya" 15" ROP BEA + S9�0 S9.2 � � � � � � "
<br /> LANDING F.F. AT +8'-8%a"o; - - - - - - - - - - �0 ' i .
<br /> ABOVE MIDDLE FIN. FLR. X �
<br /> 2x6 AT 16" O.C. `� � � S Alr� RMG. 6 9 � LANDING F.F. AT +7'-0" ; I��\ � i � �
<br /> ^ 9.2 S9.0 ABOVE LOWER F.F. : "' ,
<br /> z zx,o " � , 2x6 AT 16�� o.c. � � ; ,X� HIPPED CARACE � �
<br /> � _ � L� IV � E� ROOF FRAMING � v
<br /> > >
<br /> LEDGER A� LAN ING LSL 13/ax14 LEDGER � _ � \ �
<br /> � � �' ( � ` -i 1�4"=1'-0" c,
<br /> C-��_` � �
<br /> _�.a I ; \ / z
<br /> � ¢ , l ST IR/ �,_�.
<br /> � - � � _ .�. _ ._ ..,� _ , .. _ ... .
<br /> \�� � � � j : f i �
<br /> � �
<br /> � x i � A / � ii
<br /> � , o N � � \�,-- � ,; M � � .
<br /> ` � 3 „ � ; � � tf� o r
<br /> ST IR � I , �/ \� F � ; 4 0 ,
<br /> RP ISED ��\---= L ` � � �_ z o I ' Q o r-
<br /> LATE / \ ; ! \ � (2 2x10 FB �2� 2X10 NDR ; � �
<br /> /--�{ 1��` •
<br /> / \ ' ' / \ - - � a ,
<br /> LANDING/POWDER �' ' `-
<br /> AT +1'-23/a" t � � - - - - - - Q -I � �s ----- � .,J
<br /> GL 5%s x 12 HDR ` � v'�•�'��'�"� �.; J
<br /> ABV. MIDDLE F.F. ' � �'' o CC 6 4x4 W/ ECC44 I = M Q �
<br /> o °.�Z��....,.. � RAISED FLOOR =. I ,
<br /> T (DOT FILL} o' ' ' . AL GN NDE I � I o � .� o
<br /> o E�,.,.4.•.,...•.•.° .....� i X � o N
<br /> X :�� � S E E B E L O W � D G E O F � � � ' N �-
<br /> `" °� �-�..; W I N O W B Q E I I ; N n � �
<br /> RAISED FLOOR N� � �
<br /> (DOT FILL) �,� . � �i � ,
<br /> `� � � ' "�� .���o ���- � � a
<br /> SEE BELOW �-- ,� ,� � I i I W
<br /> GT ABOVE � � � � 2x STRUC. �� M =
<br /> " ' FASCIA �'�
<br /> FRMG ROOF .�, POST UP� ,�. J X �i �, �
<br /> PLAN .,.....o.., I o�°.�..•.•.•... .,. . �- F-- � � � T �
<br /> FOR WNICH a��.:�•,i GT ABOVE GT ABOVE� °�-s cr � GT ABOVE �2 � `r " Q m Q •
<br /> APPLIES -�.� SEE ROOF POST UP� � �, (SEE ROOF S9'2 � � � 12 �' Z � j '
<br /> � �' �' FRMG. PLAN � -' FRMG. PLAN � � S1.3 Q o ->
<br /> �,�--.��.1•, POST I . .,,. °- TRUSSES AT I I I � Q �
<br /> FOR WHICH
<br /> 6X6
<br /> �
<br /> ,�
<br /> .............a.. ... .,, . FOR WN �
<br /> ICH
<br /> 6X6 .:�� °��'° 6 6 ABOVE i � � ���• �;'_"� � 2 10 H R r APPLIES, TYP. 24 O.C., TYP. i r �q �e .
<br /> ,� APPI_►ES :�� ��1• 'F�� �e � ) I I �_+
<br /> ':° .�,�"�'�� '''.. 6x10 rB
<br /> 2)•2X10 HDR� ; HDU14 i -- - ' ' � ' OTHER SIDE & � s- -"-'- ' Z
<br /> . � -
<br /> �:
<br /> REAR END OF BA48 HANGER I
<br /> 8 �� i 13 i cn � ,�� I UNIT i � ,. ..._.__ e ._ I � _
<br /> S9.2 � - - - - - S9.2 I � �' __ � � 6x6 W/ ECCQ GL 5�/8 x 10%z FB i N o -
<br /> --- -- - - -
<br /> -
<br /> 7 (3) 2x10 HDR 2x STRUC. FASCIA -� --� i RUSSES 24" O.0 �i r 5-6 '____________ .. - rt`
<br /> _J � W r '..
<br /> ��
<br /> S9.2 6x6 Wj EGCQ i m s �� j FACE-NAIL � � "' �
<br /> 5-6 � �"� �. .. ,
<br /> 2x ROOF FRAMING � 6x10 FB j RAFTER TO MGU5.25/SDS 4x4 W/ EC Q5-4 �
<br /> . AT 24" o.C. � �� _ J SfDE OF �2 �
<br /> --- -------- - POP-QUT S9.2 �
<br /> � '� UPPER FLOOR FRANIING BA610 HANGER 12 12 6x6 W/ ACE6 � �
<br /> E3 ��� MIDDLE FLC)OR SHEAR
<br /> ��4»=�i_o,t S,.3 MIDDLE FLOOR FRAMINC �
<br /> (2)2x10 FB ' � I ` ' � �� �3 WE HIPPED P�RCH �
<br /> TOP AT-�-11'-0" (3)2x + %a" PLYWD j�� LO R FLOOR SHEAR � � � E3� �c E3 D ROOF FRAMINC �
<br /> UNDER (2)2x10 � � "- ' "
<br /> 1 4 -1 -0 1/4"=1'-0" SEE ELEV. IF/WHERE APPLIES �
<br /> PLATE +9,^Q»� - � ._ �--__._ (� �
<br /> RAISED PLATE ��� Q,� �
<br /> +10'-23/4"�, , 1 (2)2x10 FB I � � �
<br /> _ �4.75" �----�-------- TOP AT +10'-��, r---�- � � o
<br /> o� � I S7EP (3)2x + %a" PLYWD. � � +�+ V .
<br /> F L O O R F R A M I N G N O T E S TOP OF JSTS N � �,r�_ ���`,,,� � UNDER (2)2x10 -
<br /> �� � � �
<br /> AT +11'-0" N ' 2x 0 AT 16" � � � EDGE OF 2x10 f � � � �
<br /> " � �13 l4" LEDGER:
<br /> � SUBFLOOR � 14.75" � � � � .
<br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMIl�lG DIRECTION EDGE OF 2x10 � � � � TJI RIM-JOIST BENEATN i , STEP � �
<br /> � �
<br /> SUBFLOOR ; , q � TOP AT +11 -0 � I 14" JI RIM JOIST
<br /> , L� J � s
<br /> � � �
<br /> BENEATH ` I �--UPPER FLOOR WALLS � g
<br /> FB FLUSH BEAM TOP OF JSTS
<br /> 13 ' � `� I� � AT +10'-1" � � � L
<br /> NDR NEADER EXTENT OF FRAMWG S9.2 ; ��g 75,� E 4° T I r MID LE FLOOR WALLS S H E A R W A L L N O T E 5 � � Z '
<br /> � �srEP 9 3 I A 1 o C , I W >
<br /> GT GIRDER TRUSS � � ;�;�;-.::.::.,<.a:.. ,
<br /> W
<br /> _
<br /> � .
<br /> � �.: �
<br /> �
<br /> �
<br /> S9.2
<br /> �
<br /> I I
<br /> RAISED PLATE 1
<br /> � I
<br /> I
<br /> 14J5"
<br /> ��
<br /> �
<br /> , „ � -
<br /> , „
<br /> �
<br /> i i e�
<br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) +10 -23/4 , � PLATE +8 -1 ----=' --- ' �STEP SHEAR WAL.L TYPE ■�
<br /> FOR CAMBER INFO.) ' � PLATE AT 14" LEDGER: i I Px SEE S1.2 FOR NAILING SHEAR WALL WfTH FORCE � � .
<br /> , „ , -- PX TRANSFER AROUND WINDOW �
<br /> FLOOR JOISTS ARE TYPICALLY 8 +g _0 TJI RIM-JOIST� � _ '
<br /> � (2) 2x STUDS UNO BY XO, WHER� X=NUMBER OF STUDS U N pAT 16" O.C. S9.2 - _
<br /> TOP AT +10'-9" i ___ � SEE 8/S1.3
<br /> RAISED PLATE � t _� �- HDXX HOI DOWN TYPE - SEE S1.3 FOR SCHEDULE � �
<br /> NANG�RS iNDICATED AR� SIMPSON STRQNG-TIE +10'-23/a" S9'2 PLATE +8 -1 12
<br /> Sg,2 THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED r
<br /> FLOOr� SNEATNING SHALL BE AS INDiCATED ON SHEET S1.0. 'I� TO SAME SIDE OF STUD WALL AS SHEAR WALL TAG �
<br /> �
<br /> AND SHALL CONTINUE ABOVE AND BENEATN OPENINGS.
<br /> ALL 3EAMS AND NEADERS SNALL BE SUPPORTED ON DOUBLE ! VENT DUCTING RAISED UPPER FLOOR RAISED MIDDLE FLOOR SOME SNEAR WALLS REQUIRE 3x PLATES AT THE �
<br /> STUDS UNLESS NOTFD OTNERWISE. PROVIDE 3 BUNDLED STUDS i � � E3 3 � E� FRAMING PLAN �� �� � � � .'
<br /> UNDF,� BEAMS GREATER TNAN 6" WIDE AND 2 BUNDLED STUDS � , � � � FRAMINC PLAN S�EARWA�L TOABLETSHBETTS1.2PANELS. SEE o 1obNo.: 13-47
<br /> ,
<br /> UNDER BEAMS LESS THAN 6" WIQE. FACE NAIL BUNDLED STUDS { »_ > » „ , „
<br /> TOGETNER WITH (2) 16d AT 12" O.C. TYPICAL. _________� 1/4 -1 -0 TECH ROOM 1/4 =1 -0 POWDER ROOM AND STAIR LANDING z Sheet No.:
<br /> SEE SHEET S1.2 FOR TYPICAL SNEARWALL DETAILS � �
<br /> � � �
<br /> SEc SNEETS S9.0 & S9.9 FOR TYPICAL WOOD FRAMING DETAIL.S. Sheet Order: A B U F � E S � � �
<br /> � � � . . .. .. . . . T
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