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<br /> 20C I �
<br /> 4 D4 � O
<br /> �2 S9'0 TY I X10 EDG R � P-OUT
<br /> S9.4 . � OVE
<br /> I 6x6 POS & N AB VE
<br /> (3 2x10 HDR � _ _ _ 5 16_ SL _ R _ _ _
<br /> 6X6 ,� � ��;
<br /> 6X6 �.� I �
<br /> � �� ' o o = ��s
<br /> � �'; 6 7
<br /> z ,�y
<br /> � � � 6� S EAR OF 6 TRUSSES AT � I� o � o S9.0 S9.0
<br /> �' F MG. LA S9.0 TYP. 24 O.C., TYP. > � ,__ [�,�
<br /> � I I ( ¢ n- Q � AT STEP
<br /> SEEAROOF `V' F R ICH , 7 P6 � c.�� �N � ~ � ; GT ABOYE - SEE � :
<br /> cv c� A PLi 59.0 7 sTEP �� o � o c� �, ROOF FRAMING m,,; ,..., '� ' � i� r ,� � . � �
<br /> FRMG. PLAN � o �fi> .� �� � o N 6 PLAN FOR WHICH �-� 1' �M;'�, �
<br /> FOR WHICH 1 i ' � .
<br /> �,� ;4..: ���E./'�I�...:
<br /> APPLI S S9.0 c° :�� GT �? � � � �� APPLIES �-�� � � �
<br /> �i� � � ;�1 � � � t � S �
<br /> y� , `� �� � x=���;a, ovE-�N �,� ,� ����i �� J!J�� � � ��17 1 � �;
<br /> MIDDLE FL40R FRAMING � � �� ������� ���� ����,� ��� ;�
<br /> �:�-�-� C��= ��1����_j_.� Kirkland��la�h�ngton ,9��33 �'�
<br /> NIT E3 � 8iC E3C� MIDDLE LEVEL PLAN UNIT E3B LOWER FLOOR SHEAR �,��r �fr, �, , �).� �, #�� ry'( (*�'�`Y p{�� ry�`
<br /> ���• (�r' t .�/e����f�s1�� 1' � ���� �L�� ..
<br /> !) 1 f1 . ... . . .. . . .... . . . .. . . .. ... . .. . . .. .. . . )) ! )) � . . L%��17�r✓6.+e:1 � .
<br /> � 1 f4 �1 -0 AT REAR POPOUT 1�4 =1 -0 � AT REAR POPOUT �����������������x�� �o�y '�ti
<br /> SEE BLDG. PLAN WHERE OCCURS 12 SEE BLDG. PLAN WHERE OCCURS r = � >
<br /> 20 S9.4 _
<br /> TJSB 18x7 D4 TJSB 12x7
<br /> 6x6 PORTAL PORTAL 5052
<br /> � � -______-.__ _ _ _____ REGISTERED
<br /> 4 i --_________ �
<br /> , ARCHITECT
<br /> S9.0 T ' i x12 B � �
<br /> 12 20C I �,
<br /> S9.4 D4 � � G BOVE - SEE ROBERT E. WEIBLE
<br /> i � R F FRAMING PLAN sTaTE oF wasHiNCTON
<br /> I
<br /> ,T, � X1a EDG R �, F R WHICH APPLIES i I .
<br /> _ (3 2x 0 H R _ � 6X6 I TRUSSES AT i I
<br /> I I
<br /> 6X� , I 5 16 SL R � 24" O.C., TYP. I
<br /> I � - - - - �
<br /> 0 6 6X U� AB VE , - - - - - - ,.. �� � � �
<br /> _ � � ER OF 6 I �
<br /> o I �` >
<br /> MG. LA S9.Q TYP. I �
<br /> �
<br /> ���:. � p E � � � �
<br /> GT ABOVE x ="�: �
<br /> c�, l� R ICH , z � 6 � 7 �� I � �
<br /> 7 TRUSSES AT ( I 2x STRUC. o �,
<br /> SEE ROOF �, c� A PLI T STEP „ � S9.0 S9.0 �
<br /> .1 �co �, w ��.
<br /> FRMG. PLAN � o ! I S9�a 24 O.C., TYP. > � � FASClA i � �
<br /> FOR WNICH 1 ! � � ' ' i � I � AT STEP � X I �
<br /> APPLIES S9.0 C° �
<br /> GT ABOVE - SEE � N
<br /> rf , � �
<br /> T�, o j P6 a I`�' v j "� ROOF FRAMlNG 12 , I "
<br /> _, �� o � P6 kf PLAN FOR WHICH S9.2 � '
<br /> x I I I v
<br /> TYP. 9 0� N j ' SEEAROOF �T � � � � APPLIES � I Z
<br /> _ � ! FRMG. PLAN ; >A OV� N „� � �, �
<br /> S9.2 0 � "
<br /> � � FOR WNlCH 'm `� � � ' I w a'
<br /> N � j � APPLIES t:,H LDO N �� � I � � GMST12 ,, � Q <c
<br /> DOUBLE CMST12 � GT ABOVE Zx6 LEDGER 4� � _ z
<br /> N �
<br /> STRAPS � T A OVE a � � � � ,` AT LANDWG ABO E I ` STRAP � �
<br /> CO TIN OUS CS1 W LO IN % \ TYP. EA. EN ��`� I , � -a
<br /> 2x6 LEDGER TYP. -� OO I �� � C NT. 19 SL x18 � GT ABOVE Z �
<br /> � ` � 6x6 � �a DR P B AM -9. 5" E �
<br /> 10 ! 4X6 � �\ � � YP. i r «5 � I � �,..,
<br /> S9.2 Q� r I � -' 12 CMST12 STRAP - - � � d
<br /> _� 2 GLB 3Ys" 15" RO BE � S9.Q � 6 9 , �`' � `�'
<br /> LANDING F.F. AT +8'-8%4 � € ��" � °' � �
<br /> " ' - I HIPPED CARAGE
<br /> - - - - - - - - -- � ._
<br /> o � O 15 s s9.2 s9.G' �s � Q �
<br /> z-- � S9.2 ' � 2 2 10 B o U N IT E3 ROOF FRAMING � �
<br /> ABOVE MIDDLE �IN. FLR. N � � S AIR RMG. 6 9 � � } � O I e4' � �
<br /> 2x6 AT i6 O.C. 9.2 S9.0 , -� � ' �
<br /> � I j LANDING F.�. AT +7'-0" j I�� j I � � 1/4"=1'-0" t- o c,
<br /> (2) 2X10 � • � � I � I m � a z Q
<br /> LEDGER � O2x6 FB � ABOVE LOWER F.F. � � X � o I 6
<br /> 2x6 AT 16 O.C. '
<br /> A LAN 1NG ; I / � S AlR FRM . �
<br /> � � �\ -----t� �: � 1`'' LSL 13/ax14 LEDGER ?:4 _ / � ( )2x1 FB 3 � E�
<br /> � , � sg.o M -�
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<br /> �, '� / � � F �' �
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<br /> � � � / \ � 2 2x10 FB P6 � i � 4x4 W� ECC44 I ( � M �
<br /> 2 2X10 Q
<br /> LANDING/POWDER � � �� ,�W_ �-- � � � ) � I I = r
<br /> AT +1'-2�/4" � :��' � � _ F� ��� �.��,..�. r� � o � � Q o
<br /> a N
<br /> �
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<br /> �.� � �
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<br /> � a�a na�.a � ,� 6x ��� � �
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<br /> X � ;.,
<br /> > ,° . . �.
<br /> � �` = y.. (DOT FILL) o ya'. `�` <',, AL GN NDE �; 2x STRUC. �� � M =
<br /> RAISED FLOOR � �- SEE BELQW `- QGE OF � FASCIA - � � � �---�----z-� ���
<br /> (DOT FILL) `-' ' � " V�
<br /> SEE BELOW � v WIN OW BO E �' oo� l� rn W U
<br /> � o �,� .n ::
<br /> GT A80VE � - 1� � � X 0 m �
<br /> SEE ROOF C° �_ '� ����c'lfl ��� �°s S9.2 i ,� � 12 !• Z 3 �
<br /> FRMG. PLAN ' f s �� r „�� 6 � � �I�' 51.3 � � o Q
<br /> FOR WHICH '� afl, ma s ��� o GT ABOVE � �� � �� w � TRUSSES AT I � � .�
<br /> POST UP 24" Q.C., TYP. I � �1
<br /> APPLIES � a f N SEE RO�F � ,.�, €' � � �: I I 6x10 FB Z
<br /> � �• ; FRMG. PLAN GT ABOVE� � � ' �� _---_ - :
<br /> � � � GT ABOVE � �
<br /> � 6 6 FOR WHICH POST UP� " w (SEE ROOF BA48 HANGER ; I �c
<br /> 6X6 r 'k�� APPLIES POST � i FRMG. PLAN I ' ' ' � G -
<br /> m,.. � ,y„
<br /> eq,�,. �.,.. � _
<br /> � ABOVE I � tl ��:,. 6X6 � FOR WHICH 6x6 W/ ECCQ GL 5�/s x 10%2 FB � N o
<br /> _
<br /> � ---- --� � ;
<br /> 8 2) 2X10 NDRI , ; � ��.4 �$ s° „ S ) 2 10 H R „-� � APPLIES, TYP. 5-6 �------------ �.i
<br /> S9.2 HDU14 `"- - • ' ' ' � OTHER SIDE & �� � ,f !
<br /> � ' ' ' ' ' 13 � �' � REAR END OF �t
<br /> 7 (3) 2x10 HDR S9.2 � ,x , m� � UNiT) MGU5.25/SDS 4x4 W/ EC Q5-4 � �
<br /> S9.2 � �. � o! , � - -- - -- -- - � 12 =
<br /> 2x STRUC. FASCfA-f m I RUSSES 24" Q.0 �' i S9.2
<br /> 6x6 W/ ECCQ � � � � ; FACE-NAIL .�.r
<br /> 5-6 ' RAFTER TO =
<br /> UPPER FLQOR FRAMING 2X ROOF FRAMING � "6Xio FB - HIPPED PORCH
<br /> U I� IT E3A & E3C MIDDLE FLOOR SHEAR AT 24�� o.�. , �'__ _ ___ _ __ �; POP-OUT �
<br /> BA610 HANGER U N IT E3C & E3 D ROOF FRAMINC �
<br /> 1/4"=1'-0" � S7 3 S9.2 6x6 W/ ACE6 1/4"=1'-�" SEE ELEV. fF WHERE APPLIES � �
<br /> � �
<br /> IVIIQDLE FLOOR FRAMING �
<br /> (2)zX�o �� �
<br /> � O
<br /> TOP AT+11'-0" (3)2x + �/a" PL WD i
<br /> � UNDER (2)2x10 �N_� U N IT E3A LOWER FLOOR SHEAR Q
<br /> � �
<br /> PLATE +9'-0" ' � �
<br /> RAISED PLATE -- . ��`� 1/4"=1'-0" Q 0 O
<br /> +10'-23/a"� , (2)2x10 FB � � V
<br /> F L O O R F R A M I N G N O T E S '-' '-" TOP AT +10�-�=� �=� �----�-�����-�-� tU c �
<br /> o �
<br /> ? 14.75"
<br /> o - � STEP � i-- -- (3)2x + %a" PL.YWD. � � �
<br /> TOP OF ,1STS �, I _ � i UNDER (2)2x10 �
<br /> SF STRUCTURAL FASCIA 5 4 x 8 ' � �
<br /> 0
<br /> FRAMING DIRECTION � � � �I� � EDGE �F 2x10 � , � � � �
<br /> � AT +11'-0" � 2x 0 AT 16" � � �
<br /> � � � 14' LEDGER: SUBFLOOR
<br /> FB FLUSN BEAM � � � �4,75" � .,
<br /> EDGE OF 2x10 I �� TJI RIM-JOIST BENEATH ' , STEP � � �
<br /> TOP AT +11 -Q � » G� Q
<br /> HDR HEADER EXTENT OF FRAMING SBENEATH � i � � � L 14 JI RIM JOIST S H E A R W A L L N O T E S � � Gi
<br /> I �---UPPER FLOOR WALLS � -' W Q y Z
<br /> GT GIRDER TRUSS �3 � '� � TOP OF �STS �
<br /> ���4�•:�^�;,, �:��� � �' W =
<br /> � AT +10'-1" � � . ,:
<br /> � �
<br /> S9`2 �14.�5" I 4�� T � I MID E FLOQR WALLS PX SHEAR WALL TYPE ■�• �
<br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) � �STEP 13 � a � " oc =
<br /> SEE S1.2 FOR NAILWG p X T R A N S F E R A R O U N D W I N D O W �
<br /> FOR CAMBER INFO.) I I - , J SHEAR WAL� WITH FORCE
<br /> F L O O R J O I S T S A R E T Y P I C A L L Y R A I S E D P L A T E , ' 'i � S 9�2 � I _ �1 4.7 5' �
<br /> 2x10 AT 16 O.C, +10'-23/a" � � � � _
<br /> � (2) 2 x S T U D S U N O B Y OX , W N E R E X=N U M B E R O F S T U D S U.N.O PLATE +8'-1"�•' ' IsTEP SEE 8/S1.3
<br /> ; �
<br /> PLATE AT 14" LEDGER: Q O.
<br /> > >x � - � HDXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE
<br /> HANGERS INDICAT�D ARE SIMPSON STRONG-TIE 8 +9 -Q TJI RIM-JOIST � _ _ ����-� �- �
<br /> S9•2 � � TOP AT +10'-1" , ___ _ �A1 �- THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED r
<br /> FLOOR SHEATHING SHALL BE AS (NDICATED ON SNEET S1.0. T RAISED PLATE � � TO SAME SIDE OF STUD WALL AS SHEAR WALL TAG
<br /> � +10'-23/a" S9�2 PLATE +8'-1" 12 AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. Q
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DQUBLE I VENT DUCTING S9.2 �
<br /> STUQS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS SOME SHEAR WALLS REQUIRE 3x PLATES AT THE
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS � FOUNDATION OR AT ABUTTING PANELS. SEE o 1ob No.: 13-47 �
<br /> UNDER BEAMS LESS THAN 6" WIDE. FqCE NAIL BUNDLED STUDS ; SHEARWALL TABLE SNEET S1.2. �
<br /> J U I� IT E3A E RAISEQ UPPER FLOOR RAISED MIDDLE FLOOR SEE SHEET S1.2 FOR TYPICAL SNEARWALL DETAILS � SheetNo.:
<br /> TOGETNER WITH (2) 16d AT 12" O.C. TYPICAL 3 B E3C !�c E3 D FRAMING PLAN lJ N IT E3A E3 B E3C & E3 D FRAMINC PLAN
<br /> l A � � � � �
<br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. 1 4"-1'-Q" �,
<br /> ` - TECH ROOM 1/4"=1'-0" POWDER ROOM AND STAIR LANDING SheetOrder: A B U F R E S D I �.
<br /> �
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