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� � 9
<br /> 2Qe � �
<br /> 4 s D4 T o
<br /> S9.0 TY ' i X10 EDG R � P-OUT
<br /> 12 I `� OVE
<br /> S9.4 I 6x6 POS & H AB VE
<br /> (3 2x10 HDR _ � _ _ _ 5 16_ SL _ R _ _ _
<br /> � , _ . _ _ ----
<br /> 6X6 , �� � _ _ � °
<br /> 6X6 � ( � � �
<br /> , ' � o O �, ��
<br /> �t 6 6X G AB VE � z � 6 7
<br /> z � S E R OF � � 6 � TRUSSES AT = ..� � °- `� �
<br /> TYP. 24" O.C., TYP. ' M �� °- � � �', S9.0 S9.0 � '
<br /> � F MG. LA S9.0 � I � ¢ � ¢ F• AT STEP
<br /> GT ABOVE N F R iCH , � P6 I �. � �� � E- � �' GT RBOVE - SEE `v ',� �
<br /> SEE ROOF c� � c� A PLI T STEP = c� `� o v o � �� ROOF FRAMING ���;'� I �� I��� �p � � t ;
<br /> FRMG. PLAN "I o S9.0 r � w I°, N � N A }
<br /> �`: •� PLAN FOR WHICH
<br /> FOR WHICH 1 � � � � V GT o � � � N ��� APPLIES �
<br /> APPLi S S9.0
<br /> � � E'4 � C � IL � � �' S
<br /> y � � i = A O VE--��, ��; � * � I ;
<br /> MIDDLE FLOOR FRAMING ���l,� �w� ���it;��-y-; 2s ������� ��,�, s����2�a ` -
<br /> �
<br /> � S;� !w.,.. ��r�Ctn�� Was�rngtQn� 9��33 '
<br /> .... y � ,� r,;; �� L./ v,r� r
<br /> 4 p� ,�
<br /> E3►B �irC �� � MIDDLE LEVEL P�.AN U N I T E� B LOWER FLUUR SHEAR �,� »�=� -- -���' � 1
<br /> � �������=��o � ��s���.��c��
<br /> 1 j4"=1'-0" AT REAR POPOUT 1/4"=1'-0" AT REAR POPOUT �`_' � „ .a, 11���<�w�W�tdbrcr��tr��'cf� �4�
<br /> SEE BLDG. PLAN WHERE OCCURS 12 SEE BLDG. PLAN WHERE OCCURS ��� .�E.�S� � �� ����
<br /> ,. . . . . .,
<br /> S9.4 -�
<br /> T,1SB 18x7 �� TJSB 12x7 �.:tl�l `�`� ��' �''��.��� ��
<br /> fix6 PORTAL PORTAL �='��'�`;;I� ���`�a����
<br /> � 5052 REGISTERED
<br /> - ------- -----------
<br /> __ ----- �
<br /> _ ARCHITECT
<br /> S9.0 T 1 x12 B �
<br /> 12 2QC l � i � .
<br /> S9.4 D`� i � G BOVE - SEE �I ROBERT E. WEIBLE
<br /> i o� R F FRAMING PLAN � STATE OF WASHWGTON
<br /> ,,, i X1 Q EDG R �, F R WHICH APPLIES i i -
<br /> (3 2x 0 N R � 6X6 I TRUSSES AT ��
<br /> I
<br /> 6X6 - - - - �
<br /> � � _ _ _ _ 5 16_ SL _ R _ � _ 24" O.C., TYP. I '
<br /> �
<br /> 0 6 6X AB VE � � � � � � �
<br /> � � � E R OF 6 TYP. � � ,��, I �
<br /> o I
<br /> �
<br /> S9.0 �
<br /> MG. LA i � co � I �
<br /> �
<br /> j< ^:z W
<br /> �
<br /> GT ABOVE �x�
<br /> cv � R ICH , � TRUSSES AT I z ! � 6 � 2x STRUC. � o a,
<br /> SEE ROOF � c� A PLI �T STEP �� � � S9.0 S9.0 FASCIA I �
<br /> FRMG. PLAN � o I 59.0 24" O.C., TYP. � > � t AT STEP �c
<br /> FOR WHICH 1 1 _ I � I�. � I � x �
<br /> APPLlES S9.0 CO � �
<br /> �°� � ��- �-- � GT ABOVE - SEE � N �
<br /> o � P6 a I�`' � � ROOF FRAMING 12 i �.
<br /> T�' � X � � J �°� o I 6 PLAN FOR WHlCH S9.2 ; � I �.;
<br /> �� � � GT ABOVE �,� �T o - I � APPLIES i I Z
<br /> TYP. g o� N � ' SEE ROOF ;%�� � -
<br /> � X r- r- I i �
<br /> _!, I �RMG. PLAN A OV� cv �,.ri � f i 1 v� ati
<br /> S9.2 a � Q I � FOR WHICH � �� ¢ � � � � � �
<br /> � � � � APPLfES � �� � �� � CMST12 i� � Q a �
<br /> 2x6 LEDGER tH LDO N N � a = G
<br /> DOUBLE CMST12 � I ' GT ABOVE ( STRAP -
<br /> STRAPS i T A QVE �
<br /> � � � AT LANDfNG ABO E � � � c� �
<br /> CO TIN US CS1 W LO W� %� `�i TYP. EA. EN ( , � � w �
<br /> C NT. 99 SL x18 Z �
<br /> 2x6 LEDGER TYP. I � �; 6x6 � � DR P B AM -9. 5") � � GT ABOVE o �
<br /> �� � 4X6 � �� ��. 12 YP. ' � - -I � I �'
<br /> 59.2 =i � � „ » I S9.0 CMST12 STRAP , - 6 9 ' � � �
<br /> „ 2 GLB 3Ys 15 RO BE � v; � � �
<br /> LANDING F.F. AT +&'-8�/4 0 - - - - - - � 15 � S9.2 S9.o: HIPPED CARAGE I i � p ��' •
<br /> ABQVE MlDDLE FIN. FLR. X f S9.2 i � � (2)2 10 B } � U N IT E3 ROOF FRAMING � � � �
<br /> ---
<br /> , �; � i S AIR RMG. 6 9 � f- � �-
<br /> 2x6 AT 16' O.C. 9.2 S9.0 � � �-- � �- a o
<br /> � � LANDING F.F. AT +7'-0" I� / I ._., � � ' 1 j4"=1'-0'� �- Z v
<br /> .
<br /> (2) 2X10 � � � ABOVE LOWER F.F. ' � � � o � �
<br /> LEDGER O2x6 FB 2x6 AT 16" O.G. � I x I I P6
<br /> � A LAN If�G f � / � S AIR FRM . I
<br /> \ /t ,- i E
<br /> ` + -� � LSL 13/4x14 LEQGER ' � � � ( )2x1 FB 3 � � .
<br /> � / � � � � � 'y� - S9.0, � � �
<br /> � � £� `
<br /> � � -' � " \�ST fR 1� P6 � Z - co
<br /> �
<br /> �
<br /> 0
<br /> , ¢
<br /> , �; N � Ar � ��� � .� W � �
<br /> � m � _
<br /> r � � � i � � � Q �
<br /> sT �R � i � � � ; R ;' �- � a
<br /> RAISED ���� P6 ' _
<br /> �._
<br /> a
<br /> P�ATE �%� �� � � / � � 1F � � � � � � •
<br /> , z P6 � �
<br /> � � / \ � (2) 2x10 FB (2) 2X10 ° ; ` 4x4 W/ ECC44 ' = M a �
<br /> LANDING/POWDER � � I a N
<br /> � » a � - �.:: ��. .: � � � � �
<br /> AT +1 -23/a - - - - � - - - � / � � � o 0
<br /> ABV. MIDDLE F.F. GL 5%s x 12 HDR ; } � '` � � I N �
<br /> Q ���� � n � � .
<br /> � ` �
<br /> S �� � ,.I I N Q
<br /> � a� RAISED FLOOR z �� , �o CC 6 ' � �� � w
<br /> N =Y AL GN NDE � M
<br /> I
<br /> RAISED FLOOR .-�3 � (DOT FILL) Q' � 2x FASC A - ' � � / _
<br /> �� SEE BELOW � � DGE OF � m
<br /> ' � �
<br /> (DQT FILL) �` v ^ WIN OW BO E ' �� 1� rn V
<br /> SEE BELOW o N� � �� 12 � ! � � x � m �
<br /> , 0
<br /> GT ABOVE � i . ���fl F��' �; S9.2 � � � 12 •+ Z � Q
<br /> SEE ROOF ��, i � � � 6 � � �I 'n S 1.3 � a � ,
<br /> . � .
<br /> FRMG. PLAN " -� TRUSSES AT � I � -� Q � �
<br /> FOR WHICH � o GT ABOVE � ' "� w '"
<br /> POST UP 24" O.C„ TYP. I �
<br /> APFLIES �re � �� N SEE ROOF �a�, E� o �. ��` � � I� 6x10 FB �_ �
<br /> ��`--�-i� FRMG. PLAN GT ABOVEj ry�, � � � GT ABOVE �� � ' -"""-'- ' --- � z .
<br /> � g 6 FOR WHICH POST UP f °�" w � (SEE ROOF BA48 HANGER � �C
<br /> 6X6 k� ' _ APPUES � � � FRMG. PLAN ' ' ' "-" � G -
<br /> 43 P90{-09 .�x4 ABOVE � Y 6X6 � 6x6 W/ ECCQ .
<br /> av t, >> , _ •a ° : - - _
<br /> � � e :. �' FOR WHICH GL 5�/a x 10�/z fB � N Q o
<br /> 2 2X10 NDR I a�e x°1 F „' "
<br /> 8 ) I . � ,Q ,-� � � 2 10 H R .. ;� � APPLIES, TYP. 5-6 �-------------- ---- ---� � � r
<br /> S9.2 � � HQU14 �"- -- �'� ' ' ' ��`� �``�'" OTHER SIDE & � a ��
<br /> �
<br /> _
<br /> ��. ■� � �., _
<br /> 1 �
<br /> ' ' 13 , � � j REAR END OF MGU5.25/SDS 4x4 W f EC Q5-4 � �
<br /> 7 (3) 2x1Q HDR S9.2 � � m' ! '� UNIT) � r"
<br /> S9.2 � ~ � o� �- -- -- - -- -- - 12
<br /> 2x STRUC. FASCIA � m I RUSSES 24" O.0 x� ' S9.2
<br /> � I � i �
<br /> 6x6 W ESCQ � � � � i FACE-NAIL ,
<br /> � UPPER FLOOR FRAMING 2x RO�F FRAMING � � 6x10 FB , RI�ETOR TO L.
<br /> U �I IT E3A �C E�C MIDDLE FLOOR SHEAR A� 24 0.�. '-__ -__-�T__ __ � PQP-OUT HIPPED PORCH �
<br /> 1 4"=1'-0" BA610 HANGER 6x6 W/ ACE6 U N IT E3C & E3 D ROOF FRAMING �
<br /> / � ��- S1 3 59.2 1/4"=1'-0" SEE ELEV. IF/WHERE APPLIES �" �
<br /> TOP (AT+11 o-O B (3)2x + v4" PL�wo � MIDDLE FLOOR FRAMING � �
<br /> UNDER (2)2x10I ��_y U N IT E3A LOWER FLOOR SHEAR > �
<br /> PLATE +9'-0" � 1/4"=1'-0" �U � �
<br /> RAISED PLATE �� � � �
<br /> +10 -2�1a , � I � (2)2x10 FB � � � � U
<br /> F L O O R F R A M I N G N O T E S � _ -----� ---- TOP AT +10�-�°� a� �:�-�------ � � � �
<br /> o � . �
<br /> = 14.75"
<br /> TOP OF JSTS o I I sTEP -_ __ (3)2x + �/4" PLYWD. � � y �
<br /> SF STRUCTURAL FASCIA (5�4 x 8� FRAMING DIRECTION AT +11'-0" .-� � 2x Q AT 16�' � � � � i UNDER (2�2x10 - �
<br /> EDGE OF 2x10 , � � O � �
<br /> � � j �� � 14" LEDGER: SUBFLOOR � f� J �
<br /> FB FLUSH BEAM , 14,75" � � � �+
<br /> EDGE OF 2x10 � � TJI RIM-JOIST BENEATH i STEP I �,
<br /> SUBFLOOR , � ,i TOP AT +11'-0" j 14" �JI RIM JOIST S H E A R W A L L N O T E S � � G� Z
<br /> HDR HEAQER EXTENT OF FRAMING � � �
<br /> GT GIRDER TRUSS B E N13 T N I � ,i �--UPPER FLOOR WALLS TOP OF JSTS � L � ,z. . � � �.... W �
<br /> � AT +1Q'-1" -� �
<br /> S9.2 � �i4.�5" I 4�� � � � MfD E FLOOR WALLS SHEAR WALI, TYPE � � O
<br /> ��B GLU-�AMINATED BEAM (SEE SHEET S1.0 (SEG 06185) ' , � �sreP 13 I A 1 " OC '�"'
<br /> FOR CAMBER WFO.) ( � ' -� PX SEE 51.2 FOR NAlLING SHEAR WALL WI7H FORCE _ �
<br /> FLOOR JOISTS ARE TYPICALLY RAISED PLATE , �I � 59.2 � I I PX TRANSFER AROUND WINDOW =
<br /> _ �14.75" �
<br /> 2x10 AT 16" O.C, +10'-23/a" � � � PLATE +8'-1"J-+' � ! �srEP SEE 8/S1.3 Q
<br /> � (2) 2x STUDS UNO BY X�, WHERE X=NUMBER OF STUDS U.N.O �
<br /> PLATE AT 14" LEDGER: ` � HQXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE O a
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE 8 +9'-0" TJI R!M-JOIST � � _ _ I �J-� �� C�
<br /> S9.2 TOP AT +10 -1' i__ _ _�] � THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED r �
<br /> FLOOR SHEATH(NG SHALL BE AS INDICATED ON SHEET S1.0. 'r RAISED PLATE 7 c _f TO SAME SIDE OF STUD WALL AS SHEAR WALL TAG � •
<br /> j +10'-23/a" S9•2 PLATE +8'-1" 12 AND SHAL.L CONTINUE ABOVE ANQ BENEATH OPENINGS.
<br /> ALL BEAMS AND NEADERS SHALL BE SUPPORTED ON DOUBLE I VENT DUCTING S9�2 SOME SHEAR WALLS REQUIRE 3x PLATES AT THE �
<br /> STUDS UNLESS NOTED QTHERWISE. PROVIpE 3 BUNDLED STUDS FQUNDATION OR AT ABUTTING PANELS. SEE o 1ob No.: 13-47
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS '
<br /> " � SHEARWALL TABLE SHEET S1.2. �
<br /> UNDER BEAMS LESS THAN 6 WIDE. FACE NAIL BUNDLED STUDS ; RAISED UPPER FLOOR RAISED MIDDLE FLOOR � Sheet No.:
<br /> TOGETHER WITH (2) 16d AT 12 O.C. TYPICAL. ------�' U N IT ��A E� � E3C & E3 D FRAMING PLAN �J N IT E3A E3 B E3C & E3 D FRAMING PLAN SEE SHEET S1.2 FOR TYPlCAL SHEARWALL DETAILS �
<br /> i e � � � � �
<br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. 1/4"=1'-0" TECH ROOM 1/4"=1'-0" POWDER ROOM AND STAIR LANDING
<br /> Sheet Order: A B U F R E S D I .� .
<br /> _
<br />
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