|
� DOUBLE PORTAL SWSB 18x7 „
<br /> . 4
<br /> , S9.0 TYP. S9 Q TYP. POP-OUT
<br /> � 12 12 ABOVE ; <, :
<br /> S9.4 ;: < ;
<br /> S9.4 6x6 POST & HD ABOVE
<br /> (3 2x1Q HDR ; 5 x96 SL H R
<br /> - - - - -
<br /> BLOCK FLOOR '
<br /> • 6X6 DIAPHRAGM �
<br /> 6X6 SEE NOTE
<br /> � �
<br /> 0 6X 6X6 G AB VE I 06160/S1.0 � 6 '�
<br /> _ � S E R OF 6 ss.o s9.a
<br /> � a- F MG. LAN S9.0 TY�' HIPPED ROOF FRAMING � AT STEP �
<br />_ c.xi E-�- F R W ICH � 7 LOCATED ABOVE FLOOR GT ABOVE - SEE [ # ' �; `
<br /> . cv v A PLIE �T STEP GARAGENROOF FRAMPN�G ° PL�AN FORMWHICH
<br /> � � ss.o `� � � � 1' q �1 � �
<br /> 0
<br /> � s ' PLAN THIS PAGE. APPLIES �
<br /> . - s�.o f � i� �' € �3It � �{ `� 5
<br /> �y _� GT ABOVE� / '
<br /> 3 � z �
<br /> MIDDLE FLOOR FRAMINC �� ������� ����� ��►�� ��� �
<br /> U N IT E3 B & E3 D MIDDLE LEVEL PLAN U N IT E3 B LOWER FL04R SHEAR ` ������'��''����"'���� �����
<br /> 1/4"=1'-0" AT REAR POPOUT 1/4"=1'-0" AT REAR POPOUT �°����54 713f� �h����,S81�f1� �
<br /> ��h �w�m�f�rm,n'�tar�C����i '
<br /> SEE BLDG. PLAN WHERE OCCURS SEE BL,DG. PLAN WHERE OCCURS
<br /> 4
<br /> S9.0 �YP' DOUBLE PORTAL SWSB 18x7 GT ABOVE - SEE 5052 REGISTERED
<br />_ 12 4 ROOF FRAMING PLAN
<br /> . S9.4 12 S9.0 TYP. FOR WHICH APPLIES � ARCHITECT
<br /> S9.4 �
<br /> ' � 3 2x10 NDR 5Yax16 PSL HDR � I� �
<br /> � � � � � � 6X6 �; ROBERT E. WEIBLE
<br /> 6X6 BLOCK FLOOR � STATE OF WASHWGTON
<br /> , DIAPHRAGM , �� I
<br /> 0 6X 6X6 G AB VE SEE NOTE � �
<br /> _ � S E R OF 6 06160/S1.0 TRUSSES AT , I
<br /> � � F MG. LAN S9.0 TY�. i S9.0 S9.0 24" O.C., TYP. i �
<br /> c� E- F R W ICH , 7 HIPPED ROOF FRAMING ' � AT STEP >
<br /> 1 ��v o A PLIE S9 � T STEP LOCATED ABOVE FLOOR GT ABOVE - SEE � �
<br /> ' FRAMING. SEE HIPPED � ROOF FRAMING I � �
<br /> S9.0 � C° GARAGE ROOF FRAM(NG PLAN FOR WHICH 2x STRUC. � � o � a.,.,
<br />- Typ. PLAN TH15 PAGE. � APPLIES FASCIA--i � � "�=
<br /> ' T A OVE o GT ABOVE GT ABOVE
<br /> TYP. g =� EE ROOF N ' SEE ROOF � X a
<br /> �
<br /> I N
<br /> . S9 2 E RMG. PLA FRMG. PLAN
<br /> NDU11 12 �
<br /> 0
<br /> R
<br /> � S9.2
<br /> X 0 HlCH FOR WNICN 2x6 LEDGER ' � `�
<br /> � z
<br /> ^ PPLI S APPLI�S AT LANDING � � �
<br /> �
<br /> DOUBLE CMST12 N ' GT ABOVE TYP. EA. END t I � I �,
<br /> STRAPS T A OVE � =
<br /> ' :� ! '�, 6x6 GT ABOVE � � �
<br /> � � ' ; �.� CMST12 �i � s
<br /> 2x6 LEDGER TYP. � � ; CMST12 STRAP - � STRAP '- �
<br /> 10 � 4X6 �`� � � �2 YP. �5 8
<br /> S9.2 � �
<br /> " � 2 GLB 3Ys" 15" ROP BEA �O s9.0 S9.2 � � i � � �
<br /> LANDING F.F. AT +8'-8�/a"o - - - - - - - - - - - �
<br />_ A80VE MIDDLE FIN. FLR. X LANDING F.F. AT +7'-0" j I�� � I � �
<br /> >, N � � S AIR RMG. 6 9
<br /> ' . 2x6 AT 16 O.C. N I g.2 Sg.p � ABOVE LOWER F.F. j � �X � � HIPPED GARAGE � �
<br /> �2� 2X10 " 1 � 2x6 AT 16 O.C. � / � o .�
<br /> � " LEDGER O2x6 FB � � � U N 1 T E 3 R O O F F R A M I N� � �
<br /> A LAN ING L S L 1 3/ax 1 4 L E D G E R - v
<br /> � i / � !� � � � ��4»=1,_0„ � Z �
<br /> � I \ ! F � �
<br /> � � � � � �ST IR/
<br /> , �, ,<a � , .� _ . ..:.�. : �.,�. �,�..R
<br /> _ � � --�r � � �
<br /> • -> �, � ;
<br /> \ / --� N � \ 'I � I �
<br /> n � � - V � � � � � tp
<br /> ST IR ' � F � � W � � �'
<br /> � �
<br /> I � a N
<br /> �
<br /> RAISED Fl�lv�. � � � z �� � � c,
<br /> PLATE / \ - / � � (2 2x10 FB (2) X10 NDR � ; I � J �
<br /> " , / \ � - - i 0..
<br /> LANDING�POWDER __T,__ . .,>� _ O � .... � � �------- _ �
<br /> �
<br /> . �� V
<br /> � AT +1' 23/a" 5 � �
<br /> � � � .,. � � 5
<br /> ABV. MIDDLE F.F. �� � s � GL 5�/a x 12 HDR � _,�., gX �
<br /> J
<br /> � n n �' G� 4x4 W/ ECC44 I o � a �
<br /> o ��� � RAISED FLOOR = CG 6 ' � I �
<br /> o (DOT FILL) o � AL GN NDE I, � � � a N
<br /> , X � � S E E B E L O W D G E O F , � I N W o ,
<br /> `V � �� WIN OW BO E I ; ,-, n � �
<br /> RAISED FLOOR � �
<br /> � (DOT fI�L) `�' �°� ' N ti: „� � , ! � /� Q
<br /> SEE BEL,QW �"°,.� „��`� � �.� I T ' I W W
<br /> � � �- � � �-- 2x S RUC. � �
<br /> � GT ABOVE ,_ � •°s �" ' FASCIA----� �� _
<br /> �
<br /> SEE ROOF �.Y° I � � � � ' (j�
<br />_ FRMG. PLAN POST UP � r 9 � � 1� I ¢� j� a, W ;;,, �
<br /> � , FOR WHICH GT ABOVE GT ABOVE� �sa°,°z � rr � GT ABOVE " 0 m Q
<br /> APPLIES °, SEE ROOF P4ST UP� '" � w (SEE RQOF S9.2 � � 12 �+ z � �
<br /> r=�y,�,�` FRMG. PLAN POST � ¢� a . -' FRMG. PLAN �I S1.3 � o Q
<br /> !
<br /> .-�.:.'y>., � TRUSSES AT �
<br /> I
<br /> a�y<,�.a .d„� ,n, � �
<br /> �
<br /> FOR WHICH 6
<br /> °s°�=, � 6 ABOVE � � •Y °' 6X � FOR WHICH 24" O.C., TYP. ' �
<br /> ,a., �, � . �'°��� �� ����
<br /> 6X6 r i nY �°•° APPLIES � °p O 2 10 H R APPLIES, TYP. �
<br /> �.���� HDU14 �a�--.. �.-m,N > - - - - OTHER SIDE & � � �� 6x10�FB C M Z
<br /> 8 2) 2X10 HDR� 13 � cn � � � REAR END OF BA48 NANGER � I W -
<br /> • S9.2 - - - ._' S9.2 � � m i ; - - -.. �. � � _
<br /> _ _ I � ' -- -- - -- -- - i UNITj 6x6 W/ ECCQ I GL 5�/s x 10%z FB � � Q o
<br /> ,
<br /> ' ' .. -'
<br /> 7 �3� 2x10 HQR 2x STRUC. FASCIA---� --� i RUSSES 24" O.0 �i r 5-6 �-------------- ---- --� �! � �'
<br /> S9.2 6x6 Wf ECCQ � Q � � � ��
<br /> , 5-6 � " � � ! FACE-NAIL � � `�' d.
<br /> 2x ROOF FRAMING E 6x10 FB j RAFTER TO MGU5.25�SDS 4x4 W/ EC Q5-4 � `
<br /> SIDE OF 12 �
<br /> AT 24" O.C, � _ J POP-OUT S9.2 �
<br /> �
<br /> UPPER FLOOR FRAMING --- - -
<br /> • BA610 HANGER �� �2 6x6 W/ ACE6 �
<br /> U N IT E3A & E3C MIDDLE FLOOR SHEAR
<br /> � � . �/4"=�'-o" S1.3 MIDDLE FLOOR FRAMI �
<br /> (2)2x10 FB � ! � NG HIPPED P�RCH
<br /> TOP AT+11°-0" (3)2x + r4�° P��wo ;�� �m U N IT E3A LOWER FLOOR SHEAR U N IT E3C & E3 D ROOF FRAMING �
<br /> . UNDER (2)2x10 � 1�4"=1'-0" 1�4"=1'-0" �
<br /> SEE ELEV. IF/WHERE APPLIES �
<br /> PLATE +9,_�„ � Lv_m � R�
<br /> �
<br /> RAISED PLATE - --- _ �v���� Q,� Q
<br /> , +10'-23/a"� , (2)2x1� FB � � n � �
<br /> z 14.75" ------------ TO P A T +10'-1" � �� ` r"..�__._""_�..�_._.` (� C (�
<br /> i��
<br />_ fl, � srEP (3)2x + %a" PLYWD. � � +��+ V
<br /> ' FLOOR FRAMING NOTES
<br /> � �
<br /> TOP OF JSTS N I �`�� I UNDER (2)2x10 N
<br /> AT +11'-0" .-. i 2x 0 AT 16" � �� ��L� EDGE OF 2x10 � � � � �
<br /> : � I I � „
<br /> � � � 14 LEDGER: SUBFLOOR � � � N G�
<br /> 14J5"
<br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTION EDGE OF 2x�0 � � TJI RIM-JOIST BENEATH i i STEP � Q � 3
<br /> SUBFLOOR , ,� , TOP AT +11 -0 f I 14" JI RIM JOIST
<br /> FB FLUSH BEAM BENEATN � � � � � S
<br /> 13 ' ,� �~UPPER FLOOR WALLS TOP OF JSTS '� � � O
<br /> HDR NEADER EXTENT OF �RAMING S9.2 AT +10'-1" 4" T � S H E A R W A L L N O T E S � � G� Z
<br /> �1 4.7 5" I M I D L E F L O O R W A L L S
<br /> � �SFEP 13 ! A 1 " OC I � �
<br /> GT GIRDER TRUSS ( ( � ' -.� � W =
<br /> S9.2 :d; . ,
<br /> " R A I S E D P L A T E , 'I � � I (14.75" .�..i O
<br /> GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) +30'-23/4" � � PLATE +8'-1"-�+' -- j� �sTEP Px SHEAR WALL TYPE ■� �
<br /> SEE S1.2 FOR NAILING SHEAR WALL WITH FORCE �
<br /> PX TRANSFER AROUND WfNDOW �
<br />-, FOR CAMBER INFO.) PLATE AT 14" LEDGER; � �
<br /> • FLOOR JOISTS ARE TYPICAL�Y 8 +9'-0" TJI RIM-JQIST � � � � _
<br /> 2x10 AT 16" O.C. S9.2 TOP AT +10'-1" ; __ - - � SEE 8/S1.3 Q
<br /> , � � (2) 2x STUDS UNO BY X�, WHERE X=NUMBER OF STUDS U.N.O 7 I --� � - � a„
<br /> � RAISEQ PLATE S9 2 `` „_f �- HDXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE �
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE +10'-23fa" PLATE +8 -1 �2
<br /> Sg,2 THE WOOD SHEATNfNG DIAPHRAGM SHALL BE APPLfED r
<br /> FLOOR SHEATHING SHALL BE AS WDfCATED ON SHEET S1.0. 'I� TO SAME SIDE OF STUD WALL AS SNEAR WALL TAG �
<br /> � ; AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS.
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE ; VENT DUCTING RAISED UPPER FLOOR RAISED MIDDLE FLOOR SOME SHEAR WALLS REQUIRE 3x PLATES AT THE �
<br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS ; � 1ob No.: 13-47
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS � U N 1 T E3A, E3 B, E3 C & E3 D FRAMlNG PLAN U N �1' E3A/ E� B� E3 C & E3 D FRAMING PLAN FOUNDATION OR AT ABUTTING PANELS. SEE o
<br /> � UNDER BEAMS LESS THAN 6" WIDE. FACE NAlL BUNDLED STUDS I »_ > » „_ ,_ „ SHEARWALL TABLE SNEET S1.2. �
<br /> � „ � 1/4 -1 -0 TECH ROQM 1/4 -1 Q POWDER ROOM AND STAIR LANDWG � SheetNo.:
<br /> TOGETHER WlTH (2) 16d AT 12 O.C. TYPICAL. ----------' SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAILS �
<br /> ' , SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS, � u $
<br /> Sheet Order: A B U F R E S D I �
<br /> _
<br />
|