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<br /> 4 D4 TT o
<br /> TY�. �
<br /> 12 S9.0 i X10 EDG R � P-OUT � _ �
<br /> S9.4 � `� O VE
<br /> I 6x6 POS & H AB VE
<br /> (3 2x10 HDR _ � '
<br /> � _ _ 5 16_ SL _ R
<br /> 6X6 � 6X6 � �� ( , '
<br /> � ' � �. �` i ,.`
<br /> � t•
<br /> �r, ,--
<br /> � � � � o o q ���� �
<br /> n � 6 6X G AB VE TRUSSES AT � + o z o ��� 6 � ,� �
<br /> o S E R OF 6 TYP. 24" O.G TYP. �� `� � Q- S9.0 59.0 ;
<br /> GT ABQVE X� F MG. LA I 59.0
<br /> cy F R ICH (,i ¢ >a'.- � � AT STEP k�°
<br /> � e � � w �� � F- � ,• GT ABOVE - SEE �. ..
<br /> SEE ROOF N I c� A PLi � P6 ; c� I�„ � � •
<br /> FRMG. PLAN `� o S9 � T STEP �� o o v o " ROOF FRAMING °
<br /> �OR WHICH 1 � � .,-, � � � € � 1' � � �,
<br /> , ��M; � �� � co � 6 PLAN FOR WHICH �:.. ��. ���� � �' ,.. � I � � � ��� � � � ;
<br /> APPLI S S9.0 C° � GT � � � � APPLIES �t��,,�,a;����t� ��� �;; � .��;� I ':� � �����' � S,
<br /> � � � ;��A 0 VE-�N �;n � ;`r � � � ' .. � ��: � !
<br /> MIDQLE FLC�OR FRAMING ��u ����� � � ���� ' '
<br /> lJ I�I 1 T E3 F & E3 D Il�I�DDLE LEVEL PLAN �,.� I�II 1 T E3 ` 2$ ������+ ���d ��f�� 2}4 t
<br /> „_ , ,> _ B LOWER FLOOR SHEAR r;;�����r' �.�� ���������� ��f�a��a,�r������t�� 9�0�� ;:
<br /> 1/4 -1 -0 AT REAR POPQUT 1 4"=1'-0" I���'€`t"i6� ��`>�"���`��-� ,�' :42����4713#� F;4��658t2#��
<br /> � AT REAR POPOUT ��� ,�y�� �����������E� ��� _
<br /> SEE BLDG. PLAN WHERE OCCURS 12
<br /> SEE BLDG. PLAN WHERE OCCURS
<br /> 20 S9.4 ` ` ` ;
<br /> TJSB 18x7 D4 TJSB 12x7
<br /> 6x6 PORTAL PORTAL 5052
<br /> - ---------- - ------------ ----- REGISTERED
<br /> 4 I - � ARCHITECT
<br /> �2 S9.0 T ' 20C I x12 B �
<br /> �
<br /> �
<br /> S9.4 D4 Q G BOVE - SEE ROBERT E. WEIBLE
<br /> � o� R F FRAMING PLAN � � � STATE OF WASHINGTON
<br /> � � X10 EDG R �, F R WNICH APPLIES � � �
<br /> � (3 2x 0 N R TRUSSES AT I I
<br /> , � ,
<br /> 6X6 ' ' ' ' - 6X6 I �
<br /> I �
<br /> � 5 16 SL R � 24" 0.C., TYP. I
<br /> 0 6 6X AB VE �::: - - - - - - - - - - - ; I �
<br /> � � � E R OF 6 � � � �, � �
<br /> � MG. LA S9.0 TYP. I ( ; � �
<br /> GT ABQVE N f� R ICH , � � j 6 ' � w I �
<br /> ,
<br /> 7 i I »-
<br /> 7 c�
<br /> S E E R O O F �, � T R U S S E S A T
<br /> � A P L I T S T E P � � � I 2 x S T R U C. o
<br /> FRMG. PLAN `"! o � S9�a 24" O.C., TYP. �� � S 9.o S 9.0 FASGIA � � '�
<br /> FOR WHICH 1 � � ' � � � f AT STEP j I x ,�
<br /> APPLIES S9.Q � �� � i� F- � `� GT ABOVE - SEE � I cv
<br /> P6 �;;, cv � � i
<br /> TYP. o I a I c� � ROOF FRAMING 12 �
<br /> N � GT ABOVE y -' �°' o � P6 ,�' PLAN FOR WHICH S9.2 ; � v
<br /> TYP. 9 0� � � ' SEE ROOF �� �� o � I APPLIES � �
<br /> ; A OVE " `- � � �' I', �;
<br /> _ � FRMG. P�AN ; � N i�-ri � � � � �
<br /> ss.2 0
<br /> � � 0 � ' FOR WNIGH � �m Q I � � � � � w °' �
<br /> APPLIES �c-'.� o � � � i � _
<br /> �\ I � �k L
<br /> � �
<br /> DOUBLE CMST12 N i ' GT ABOVE 2x6 LEDGER `�H LDO N I N � � � CMST12 , Q a
<br /> STRAPS � T A OVE � � � AT LqNDING ABO E � � � STRAP -- � v C
<br /> � � I � �
<br /> CO T1N US CS1 W LO IN�G, %� `�� TYP. EA. EN .� � � � z �
<br /> 2x6 LEDGER TYP. , '-'� � % C NT. 19' SL x18 '
<br /> �0 � 4X6 j \ % 6x6 � » � GT ABOVE �
<br /> � � YP. DR P B AM -9. 5 ) i � �
<br /> -� G o Cl � `"
<br /> S9.2 Q� j ' S9.0 CMST12 STRAP ,�+� - - n
<br /> �,
<br /> _� 2 GLB 3Ys" 15" RO BE I 6 g ; ;"" � ;V
<br /> LANDWG F.F. AT +8'-8�/4"0� - - - - - - = 0 �5 � 59.2 59.0 HIPPED CARAGE ' T � �
<br /> _ , � �
<br /> ABOVE MIDDLE FIN. FLR. X i I 59.2 � � (2)2 10 B 0 � � o '�.
<br /> _- � , : U N IT E3 ROOF FRAMINC � � �
<br /> .� �, � i� S AIR RMG. 6 9 ' { �-- I
<br /> 2x6 AT 16 O.C. '9.2 ' S9.0 �
<br /> N � � LANDING F.F. AT +7'-0" ! � � � "
<br /> (2) 2X10 `-� � � � � � / � � 1/4»=1'-0" a o O
<br /> i ABOVE LOWER F.F.
<br /> LEDGER O2x6 FB „ f �- j �X j mn I 6 : � Z
<br /> A LAN ING ( 2x6 AT 16 O.C. ; � � � S AIR FRM . I
<br /> 't-+' i/ \ I F
<br /> \�-��:�� �� ; � LSL 13/4x14 LEDGER _ __ ( )2x1 FB 3 � Q
<br /> �'^ � � � � .�-}--- ' S9.0 "� ..
<br /> V J� j� . . � k`-,- M � ' .
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<br /> 1 � � m � -� � � �\ST 1R% ����s �� � �.._.. _. _ � � o �
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<br /> ST IR I �.�--�--�-<--. � � � i ' � J o
<br /> RAlSED � �' i�..� � P6 <�� U � � � � 's ._- ..._ a
<br /> PLATE / � � "' �� � F ; '
<br /> ; ^ , � �
<br /> �
<br /> l \ , � '�� .� z P6 I � � � �{� � ...�
<br /> LANDING/POWDER � � � �� / � � (2) 2x10 FB (2) X10 � � I 4x4 W/ ECC44 = � � m
<br /> 0 / � - - - � , I o � o
<br /> AT +1 -23/a t - - - �
<br /> ABV. MlDDLE F.F. GL 5%s x 12 HDR �
<br /> 1 � � a N
<br /> � �,: ',. � X p �
<br /> . p. ��`�, s`r� ? �O I N � O
<br /> � � � � � �
<br /> S E`�° a
<br /> ` � 6x ' � � �
<br /> � j 6 ; , RAISED FLOOR =. �? CC 6 � I
<br /> �" °"�° a.r,ma y. � >�- DQT FILL o`�'� ,F..,W=.,.,, � 2x STRUC. I W ,
<br /> RAISED FLOOR .-.� n'• � � � � �_ AL GN NDE � j � � � � _
<br /> (DQT FILL) ` :� � SEE BELOW �: DGE OF k FASCIA � � �
<br /> v ,--� WI N 0 W B 0 E ': oo� �� a, � �
<br /> SEE BELOW , �� o � 12 � � I X � m �
<br /> GT ABOVE �� �
<br /> SEE ROOF � � � ������ ak S9.2 I � � 12 e� Z = Q
<br /> :; .- � , , 3
<br /> F R M G. P L A N �' , I y �, � m c`-n 6 ; � `� S1.3 � �
<br /> Q � -,
<br /> � � � Q
<br /> FOR WHICH ; ` o I �c� ° �� ° � A� TRUSSES AT I.� � p
<br /> � , � GT ABOVE , ' I
<br /> ?` POS T U P F '-� 2 4" O.C., T Y P. II � �
<br /> APPLIES , M1 N SEE ROOF � 3,.�, €� � � I 6x10 FB '
<br /> _ � y
<br /> FRMG. PLAN GT ABOVE� y;� � � �Q GT ABOVE � ' -'-'- ' � Z
<br /> , ,
<br /> x ..: � ��. > -,
<br /> � � 6 FOR WHICH POST UP� °a'" _ �` rty w (SEE ROOF BA48 HANGER I W -C
<br /> 6X6 � - APPLIES � -' FRMG. PLAN - - - - - � _
<br /> POST <:.�r �n. °� a G _
<br /> I
<br /> �
<br /> B,s ,� � i i I
<br /> 2 2X105 NDR ABOVE �R °b ° 6X6 � r� FOR WHICH 6x6 W/ ECCQ ' GL 5/s x 10/z FB � � Q o
<br /> g ) � I , ; � � , x�d ��,`°r _ z` !� ... 2 10 H R _ . _ .. APPLIES, TYP. 5-6 L �
<br /> _� � � �
<br /> S9.2 _ _ HDU14 f `"-- �_ � - - - ' `' OTHER SlDE & -------- ---- - .�i � a u
<br /> m � � 13 �' � j REAR END OF '�
<br /> 7 (3) 2x1Q HDR s9.2 � � mi i UNIT) MGU5.25/SDS 4x4 W/ EC Q5-4 � �
<br /> S9.2 I -- -- �
<br /> � o� r- _
<br /> 12
<br /> 2x STRUC. FASCIA-= -� I RUSSES 24" O.0 x� ' ' S9.2
<br /> 6x6 W/ ECCQ j � � � � FACE-NAIL �
<br /> 5-6 � � '
<br /> � � � RAFTER TO �
<br /> UPPER FLOOR FRA�l�r111�G 2x ROOF FRAMING � 6x10 FB � ^♦
<br /> AT 24" O.C. � i� � SIDE OF �
<br /> I`IIIT E�A � E�C MIDDLE FLQOR SHEAR - ------ POP-ou-r HIPPED PORCH
<br /> 1/4"=1'-0" BA610 HANGER � N 1T E3C & E3D ROOF FRAMING �
<br /> (2)2x10 FB � � 12 12 sx6 W/ ACE6
<br /> �
<br /> � � s1.3 59.2 1/4"=1'-Q" SEE ELEV. IF/WHERE APPLIES �" �
<br /> TOP AT+11°-0�� � ���2X + �r4j� PL�wo ► MIDDLE FLOOR FRAMINC � �
<br /> UNDER (2)2x10I ;,.�.�.�' U N IT E3A LOWER FLOOR SHEAR � Q
<br /> PLATE +9'-0" � � , � r
<br /> RAISED PLATE - -- � . .��_� 1/4»=1'-0" � � O
<br /> +10'-2�1a" � �� ---- (2)2x10 FB � � � � V
<br /> � , i
<br /> F L O O R F R A M I N G N O T E S '- TOP AT +,o -, � -� �� �.._.�=� �-- �,
<br /> �
<br /> z �a.75 �
<br /> o - srEP � � �
<br /> X I � � ��,� -- - (3)2x + �/4" PLYWD. � t �
<br /> TOP OF JSTS cv I �
<br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTION AT +11'-0" � ' 2x 0 AT 16" � �� ��N EDGE OF 2x10 , � UNDER (2)2x10 ,- O � � ,
<br /> FB FLUSH BEAM , I 1 � 14 LEDGER: SUBFLOOR j � � � � S
<br /> EDGE OF 2x10 � � � � TJI RtM-JOIST BENEATH � STEP„ � ,�.+" L
<br /> HDR HEADER SUBFLQOR , � TOP AT +11'-0" � „ *''
<br /> EXTENT OF �RAMING BENEATH � � � � i ( L 14 Ji RIM JOIST S H E A R W A � �i L O
<br /> GT GIRDER TRUSS 13 �I �---UPPER FLOOR WALLS -, L L N O T E S � O G� Z r
<br /> 1--
<br /> � � � TOP OF JSTS I
<br /> � �'.�'`i�"• a� F � � �
<br /> $ AT +10'-1" � �^ �'���
<br /> ���a�
<br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) S9'2 , ��4.75" I 4" T � � M I D E F L O O R W A L L S •1�+ O
<br /> FOR GAMBER INF Q.) I �STEP 1 3 t A 1 " OC � PX SHEAR WALL TYPE .� �
<br /> I SEE S1.2 FOR NAILING SHEAR WALL WITH FORCE � �
<br /> FLOOR JOiSTS ARE TYFICALLY RAISED PLATE , 'I� S9�2 � _ 114.�5" PX TRANSFER AROUND WINDOW �
<br /> 2x10 AT 16" O.C, +l0'-23/a" � �
<br /> � (2) 2x STUDS UNO BY XO, WHERE X=NUMBER OF STUDS U.N.O PLATE +8'-1"�'' - � IsrEP SEE 8/S1.3 �
<br /> �
<br /> PLATE AT 14" LEDGER: � Q�
<br /> 8 �g'_p" � - � HDXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE �
<br /> TJI RIM-JOIST ��qv___V..._1� �-
<br /> HANGERS INDICATED ARE SfMPS�N STRONG-TIE Sg.2 TOP AT +10'-1" L__ _____ � `�� �� THE r'
<br /> 7 [ WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED
<br /> FLOOR SNEATHING SHALL BE AS iNDIGATED ON SNEET S1.0. T RAISED PLATE TO SAME SIDE OF STUD WRLL AS SHEAR WALL TAG
<br /> � +1Q'-23fa" S`�•2 PLATE +8'-1" 12 AND SHA�L CONTINUE ABOVE AND BENEATH OPENINGS. Q
<br /> RLL BEAMS AND NEADERS SHALL BE SUPPORTED ON DOUBLE � 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 � 1ob No.: 13-47
<br /> UNDER BEAMS LESS THAN 6" W1DE. FACE NAIL BUNDLED STUDS ; .
<br /> RAISED UPPER FLOOR RAISED MIDDLE FL.00R SHEARWALL TABLE SHEET S1.2. �
<br /> � Sheet No.:
<br /> TOGETHER WITH 2) 16d AT 12" O.C. TYPICAL. ------J U N 1 T E3A E3 B E3C �c �3 D FRAMING PLAN U � I
<br /> T E3A E3 B E3C & E3 D FRAMING PLA,N SEE SHEET S1.2 FOR TYPICAL SI-�EARWALL DETAILS �
<br /> ! � ) � � v
<br /> SEE SHEETS S9.Q & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. 1/4"=1'-0" TECH RQOM 1 4"=1'-0" � u $
<br /> � POWDER ROOM AND STAIR LANDING Sheet Order: A B U F R E S D I �.
<br /> �
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