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Q
<br /> DOUBLE PORTAL SWSB 18x7
<br /> 4
<br /> S9.0 TYP. 4 TYP. POP-OUT
<br /> 12 12 S9'� ABOVE
<br /> .��. .
<br /> 59.4 S9.4 6x6 POST & HD ABOVE , , �
<br /> (3 2x1Q HDR 5 x16 SL H R _ ,
<br /> _ ,. .. _ _ BLOCK FLOOR '
<br /> ; ,;
<br /> 6X6 DIAPHRAGM , ,
<br /> 6X6� S�E NOTE �/ �- �
<br /> � ' 06160/S1.0 , 6 �
<br /> 0 6X &X6 G AB VE
<br /> T � S E R OF 6 59.0 S9.0
<br /> � � F MG. LAN Sg.p TYP. HIPPED ROQF FRAMING � AT STEP
<br /> X � GT ABOVE - SEE � '
<br /> N� i-- F R W IGH , LOCATED ABOVE FLOOR ;
<br /> •
<br /> �
<br /> � � A PLIE S9� T STEP FRAMING. SEE HIPPED � ROOF FRAMING �j (�
<br /> ( o GARAGE ROOF FRAMiNG PLAN FOR WHlCH � � �' " � � � " �
<br /> > �
<br /> � - � PLAN THIS PAGE. , APPLlES � � � � � '� � � �` � .,
<br /> S9.0 � �
<br /> _
<br /> GT ABOVE-� �� '
<br /> i y-�_ `� � � � ,� x
<br /> MIDDLE FLOC�R FRAMING �����'��`�����, ��'���'�°
<br /> ��t�ln��3��r��j�g�nn �8(�3� ;
<br /> U N IT E3 B SiC E� D MIDDLE LEVEL PLAN U N IT E3 B LOWER FLOOR SHEAR � ����������, F ���t�������
<br /> 1 4"=1'-0" AT REAR POPOUT ������u�t�t��r��t�i'a'r��F��
<br /> 1/4"=1'-0" AT REAR POPOUT / '
<br /> SEE BLDG. P�AN WHERE OCCURS SEE BLDG. PLAN WHERE OCCURS � `
<br /> 4 TYP. DOUBLE PORTAL SWSB 18x7
<br /> S9.0 GT ABOVE - SEE
<br /> 12 4 ROOF FRAMING PLAN 5052 REGISTERED
<br /> S9.4 12 S9.0 TYP. FOR WHICH APPLIES � ARCHITECT
<br /> S9.4 �
<br /> I �--- -�
<br /> (3 2x10 HDR 6X6 5Yax16 PSL HDR � r ! ROB�RT E. WEIB�E
<br /> 6X6 BLOCK FLOOR � STATE OF WASHINGTON
<br /> � DIAPHRAGM , I
<br /> � 6X 6X6 G AB VE SEE NOTE � TRUSSES AT � I
<br /> _ � S E R OF 6 06160/S1.0 6 �
<br /> ' 24" O.C., TYP. I
<br /> a a' F MG. LAN 59.0 TYP. 59.0 59.0 I � -o ,
<br /> " E-�- F R W ICH AT STEP N
<br /> `�' ' 7 HIPPED ROOF FRAMING ' j '
<br /> �, o A PLIE T STEP I GT ABOVE - SEE � i � � �,
<br /> S9.0 LOCATED ABOVE FL40R
<br /> � � FRAMING SEE HIPPED � ROOF FRAMING � w � �
<br /> S9.0 C° GARAGE ROOF FRAMING PLAN FOR WHICH 2x STRUC. � � o � �
<br /> -�� PLAN THIS PAGE. � i APPLIES FASClA I � ! �
<br /> T A OVE o GT ABOVE GT ABOVE j ' � x a
<br /> TYP. g = EE ROOF N ' SEE ROOF � ' � N
<br /> RMG. PLA FRMG. PLAN HDU11 �2 � �-
<br /> S9'2 o OR HICH � FOR WHICH 2x6 LEDGER S9•2 I �
<br /> � � PPLI S APPLIES AT LANDING � � � Y
<br /> DOUBLE CMST12 N ' GT ABOVE TYP. EA. END ` � � �
<br /> STRAPS � T A OVE �- � � �� 6x6 GT ABOVE �i j u
<br /> � � CMST12 � a .
<br /> 2x6 LEDGER TYP. � �� CMST12 STRAP - � STRAP - �
<br /> 10 � 4X6 `� � 12 YP. 15 q
<br /> �
<br /> S9.2 !/ S9.0 S9.2 � �
<br /> � 2 ' GLB 3Ya" 15" ROP BEA
<br /> LANDING F.F. AT +8'-8�/4"0 - - - - - - - - _ _ _ � �
<br /> ABOVE MIDDLE FIN. FLR. N � � S AIR RM�. 6 9 , LANDING F.F. AT +7'-0" ' ��\ �� � N
<br /> 2x6 AT 16 O.C. 9.2 S9.0 ABOVE LOWER F.F. � „ �
<br /> � 2 2x,o " � , 2x6 AT 16�� o.c. ' ; ,X� ' HIPPED GARAGE o .�
<br /> LEDGER O2x6 FB ' �� � , U N 1T E3 ROOF FRAMING I o
<br /> A LAN ING LSL 13/ax14 LEDGER _ - �. _
<br /> � � � �---- ' � 1 f4"=1'-0" � a
<br /> �
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<br /> � � , \�ST !R %
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<br /> � � /\ F i ' � Z a' N
<br /> RAISED F��. � / \ -� ; Q � �
<br /> o �
<br /> PLATE / � �- / � � (2 2x10 FB (2) X10 HDR a ; � �I
<br /> / � ' � �
<br /> - - � a
<br /> LANDING/POWDER � Q � ."". f ? � -- r '1 J
<br /> AT +1'-23/a" t° C � r
<br /> GL 5�/a x 12 NDR � � �
<br /> ABV. MIDDLE F.F. ,, �� � CC 6 4x4 W/ ECC44 �i �
<br /> � ��� � RAISED FLOOR z � ( _ �
<br /> � � W � � o
<br /> z (DOT FILL� o � I AL GN NDE � a N
<br /> � " � SEE BELOW � � DGE OF � � cv � �
<br /> X �
<br /> RAISED FLOOR .-� � � 4 WIN OW BO E � -� '� � � .
<br /> N N , � � Ma
<br /> (DOT FILL) `-' ' a � � � � ` W
<br /> ,n a� . -- � . I �
<br /> I 2x S UG.
<br /> SEE BELOW ,A.s,twaa>, a � +-- M
<br /> TR
<br /> � � a.,.�,�aa. �. m+��� � �
<br /> GT ABOVE � � ��`• � FASCIA-�- m� ` � _
<br /> SEE ROOF y u 4 a POST UP� � "� � � � I� � � U
<br /> FRMG. PLAN � ,�;;,=o°;�°.x„°.°�i., , � �- 12 �� � X � m �
<br /> FOR WHICH GT ABOVE GT ABOVE� ��° � � GT ABOVE S9 2 � � �2 � Z � Q
<br /> A P P L I E S °°, r' S E E R O O F POST UP� '" J (S E E R O O F� � I �I � S1.3 � o �
<br /> �_ � FRMG. PLAN FRMG. PLAN
<br /> a� FOR WHICH POST I �, 6X6 cr FOR WHICH TRUSSES AT ! � -� Q � 0
<br /> 6 6 A B o v E ( a° ��`� �-- 2 4" O.G T Y P,
<br /> 6X6 `��` APPLIES � f�b•°• �"� ��� S 2 10 H R APPLiES, TYP. ' � i I 6x10 FB M �
<br /> >a . ..xp a�,,.>�
<br /> ,sU... �
<br /> HDU14 ' ..�.oa,-...oa-u., o - - - - OTHER S�DE & � � _"'�-_ - � Z
<br /> 8 2) 2X10 HDR� 13 i v, � � � REAR END OF BA48 HANGER i ! C
<br /> - - -- - - � -
<br /> S9.2 - - - - - S9.2 i � ' o) r I UNIT) 6x6 W/ ECCQ I GL 5�/a x 10%z FB i N a � •
<br /> 7 �3� 2x10 HDR 2x STRUC. FASGIA-� m I RUSSES 24" O.0 �' ' 5-6 �--- ------- -- � �1 � � �
<br /> � _ � �
<br /> 59.2 6x6 W/ E5CQ � � � � I FACE-NAIL
<br /> - � RAFTER TO MGU5.25/SDS 4x4 W/ EC Q5-4 �
<br /> 2x ROOF FRAMWG � , 6x10 FB i SIDE OF 12
<br /> AT 24" O.C. f ________ __ , POP-OUT �
<br /> UPPER FLOOR FRAMING BA610 HANGER S9 2 -
<br /> U N IT E3A & E3C MIDDLE FLOOR SHEAR ,2 12 6x6 W/ ACE6 ,,,,.�
<br /> S1.3 S9.2 �
<br /> 1/4°�=,�-o�} MIDDLE FLOOR FRAMING HIPPED PORCH �
<br /> (2)2x1Q FB " ` ' U N IT E3A LOWER FLOOR SHEAR U N IT E3C & E3 D RODF FRAMING
<br /> � TOP AT+11'-0" (3)2x + %a" PL WD j^T� � �
<br /> UNDER (2)2x90 ��� 1/4"=1'-0" 1/4"=1'-0" SEE ELEV. IF/WHERE APPLIES O �
<br /> PLATE +9'-0" � � R� �
<br /> � _ ��� � Q
<br /> RAISED PLATE
<br /> +10�-Z3�4+� , I (2)2x10 FB � � �
<br /> o - -------------- TO P A T +10'-1" � � � = O
<br /> = 14.75" (3)2x + %a" PLYWD. � � � V
<br /> p � ' STEP
<br /> F L O O R F R A M I N G N O T E S T°P °F �STS N � UNDER (2)2x10
<br /> -�� � a� � �
<br /> AT +11'-0" N, ' 2x10 AT 16" I � � � EDGE OF 2x10 � � � N
<br /> � � � � 14" LEDGER: SUBFLQOR � � � y �
<br /> i 14J5"
<br /> EDGE OF 2x10 TJI RIM-JOIST BENEATH , s1�P � O t6 3
<br /> FRAMING DfRECTION I > » I
<br /> SF STRUCTURAL FASCIA (5/4 x 8) SUBFLOOR , ,� TOP AT +11 -0 � 1 14" JI RIM JOIST � � � �
<br /> , L� i O .
<br /> ++ L
<br /> FB FLUSH BEAM BENEATH I �f �-UPPER FLOOR WALLS TOP OF JSTS t � �
<br /> J AT +1Q�-,�= � SHEAR WALL NOTES �r � Z
<br /> HDR HEADER EXTENT OF FRAMING gg � `��� T � MID LE FLOOR WALLS � O
<br /> i �I ��14J5"
<br /> GT GIRDER TRUSS II �STEP 13 i A � '_oc , I
<br /> �� F- w �
<br /> RAISED PLATE , q � S9.2 � ( _ �14.�5" �i�+ �
<br /> GLB GLU-LAMINATEQ BEAM (SEE SHEET S1.0 SEC. 06185 +10'-23/a" � � PLATE +8'-1"�+' - ' �sTEP PX SHEAR WALL TYPE •� �
<br /> SEE S1.2 FOR NAILING pX TRANSFER AROUND WINDOW �
<br /> FOR CAMBER lNFO.) PLATE AT 14" LEDGER: _ i SHEAR WALL WITH FORCE
<br /> FLOOR JOISTS ARE TYPICALLY g +g _p TJI RIM-JQIST � _ _ SEE 8/S1.3 = O
<br /> 2 2x STUDS UNO BY X , WHERE X-NUMBER OF STUDS U �O AT 16" O.C. Sg.2 TOP AT +10'-1" �__ _____ : : � O �
<br /> � � � O 7 � _f �� HDXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE �
<br /> RAISED PLATE
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE +10'-2�a" S9'2 PLATE +8'-1" �� r
<br /> S9.2 THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED
<br /> FLOOR SHEATHING SNALL BE AS INDICATED ON SHEET S1.0. 'r TO SAME SlDE 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 BUNDL�D STUDS � R FOUNDATION OR AT ABUTT(NG PANELS. SEE � 1ob No.: 13-47
<br /> UNDER BEAMS GREATER THAN 6' WIDE AND 2 BUNDLED STUDS ; U N IT E3A, E3 B� E3C & E3 D FRAMING PLAN U N IT E3A, E3 V� E3� & E3 D FRAMING PLAN SHEARWALL TABLE SHEET S1.2. y
<br /> UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS � 1/4"=1'-0" TECH ROOM 1/4"=1'-0" POWDER ROOM AND STAIR LANDWG �- Sheet No.:
<br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. ---------� SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAILS �
<br /> � � �
<br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. �
<br /> Sheet Order: A B U F R E S D I �
<br /> _
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