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WEIBLE . <br /> � STATE OF WASHINGT�N <br /> � <br /> �� 7 <br /> r- GT <br /> a � 4 59.0 ABOVE � <br /> , � > <br /> ;., ; ---� ? <br /> � 2 x8 Q <br /> � � STHQ14RJ a <br /> "1K.Y , � � 'yi:'@.:e :.Q, N <br /> �2) 8 H R � -- >;� _ <br /> � ' �, <br /> .� <br /> I Q , <br /> � � <br /> � I I ' �y �� � <br /> i x � ' •� � <br /> � N a> — <br /> � <br /> � � <br /> N �' !n !/'l v <br /> _ �x LEDGER z z .� <br /> o O = <br /> r — i � Y� � � 4 <br /> � � � <br /> � 2x ROOF j 1 I � � � <br /> FRAMING �' - � � , P6 w w -�' <br /> � � � <br /> AT 24 E � o � Q � � � <br /> , <br /> . 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I 2x LEDGER • <br /> I � . : <br /> ROOF TRUSSES � 24" �.C. � � <br /> 2��'S' UPPER Ff.00R SHEAR WALLS 26�5—L UPPER FLOOR FRAMING PLAN ,�,,,, . <br /> & LOWER FLO�R SHEAR WALLS � <br /> 1/4"= 1'-0" 0 � <br /> 1/�"= 1'-0" <br /> � � � .' <br /> ALL EXTERIOR STUD WALL HEIGHT 9'-1" ALt EX7ERIQR � � <br /> SNEAR WALLS SHALL ABOVE F'IN. FLOQR SHEAR WALLS SHALL � G� O � <br /> BE PGTN U.N.O. 8E PGTN U.N,O. � *� � U . <br /> � � ; <br /> � N � <br /> SHEARWALL NOTES �. C} OF FRAMiNG NOTES � �� � <br /> . FLOOR FRAM [ NG NCJTES � � � <br /> t� y 3 � <br /> TRUSS SPACING: 24" Q.C. — TYPICAL � ,� <br /> P6 SHEAR WALL TYPE - SEE 14/59.� FOR NAILING FB FLUSH BEAM L E G E N D $F STRUCTURAL FASCIA (2x4) U.N.O. HANGERS INDICATED ARE SIMPSON STRQNG-TIE SEE SHEETS S9.0 & 59.7 FOR 3YPtCAL WOQD � � � � � <br /> , � L Z <br /> HDR HEADER FRAMfNG �DETAILS. /4� � <br /> P� SHEAR WALL WiTH FORCE TRANSFER FB F�USH BEAM FLQOR SHEATHING SHALI BE AS INQfCATED QN �tir � <br /> AROUND W I N D O W S. S E E 8/S 9.2 F O R G t B GLU-LAMINATED BEAM R O O F T R U S S E S SHEET S7.0. FLOOR FRAMING - 11� TJt 210 � 16" 0� � � W ay '' <br /> DETAILS. HDR HEADER UNL�SS �i01ED OTHERWISE. SEE FRAMfNG PLAN � � �, <br /> GT GIRDER TRUSS SEE DETAIL 90/S9.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYOUT & SPACWG. -- <br /> �— HD HOLDOWN TYPE - SEE t0/S1.2 FOR SCHEDULE SF STRUCTURAL FASC(A (2x4) U.N.Q. STICK FRAMlNG GT GIRDER TRUSS DETAIL TRIM STUD REQUIREM�NTS GREATER THAN � a <br /> PER 1d/59.0 ARE SHOWN ON PI�AN. PLUMBING, MECHANiCAL AND ELECTRICAL �♦�1� ' <br /> SEE DETA1L 90/59.0 FOR TYPICAL NEADER AT WALL DETA(L. TRIM • -• � OVERFRAMiNG ��-$ GLU-LAMINATED BEAM SYSTEMS SHALL BE DESIGNED AND BtJILT 70 �/� <br /> SHEAR WALL- tNDICATES EXTENT OF SHEAR WALL STUD REQUIREMENTS GREATER TI-!AN PER i 0/S9.0 ARE SHOWN ON PLAN. -'-'-'.�'.�'.'.'.' SEE NOTE TO LEFT PROVIDE MIN (2) STUDS AT BEAM AND GIRDER ACCOMMODAT� 1/4" PER FLOOR WOOD � .' , <br /> � �X POST SIZE & NUMBER OF BUNDLED STUDS 1RUSS BEARINGS, U.N.O. SHRINKAGE. o � <br /> m <br /> OOF SHEATHING SNALL B� AS IN.DICATED ON S1.�. �--�+ � <br /> WHERE SNEAR WA�LS REQUIRE PLYWOOD, IT SHALL BE APPLIED TO SIDE OF t �� I AT71C ACCESS PANEL � � <br /> STUD WALL SHOWN AND SHALL CONT(NUE ABOVE AND BENEATN OPENINGS. '�--�' � <br /> SEE ROOF PLANS FOR VEN7ING AND DQWNSPOUTS. POST SIZE AND NUMBER OF N <br /> SOME PLYWOpD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR � � � <br /> � � B�INDLED STUDS. � <br /> WALL TABLE SNEET Si.1. SEE SHEETS S9.0 AND S9,1 FOR TYPICAL WOOD FRAMING DE7ALS. N <br /> SHEAR WALLS �ALLED OUT ON THE PLANS SHALL �XTEND TO THE SEE DETAIL 7fS9.� FOR OVERFRAMING. PROVIDE BLOCKED EDGE � <br /> g 1ob Na.: 14-38 :, . <br /> PERIMETER FOUNDATIQN WALL 2'x4' HQL� fN SHEATHING FOR ATTIC VENi1LATI0N. � <br /> ` � Sheet No.: � <br /> PROVtDE MIN {2) STUDS AT BEAM AND GIRDER TRUSS BEARINGS, N <br /> � <br /> : r., . <br /> �- <br /> _ : <br />