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<br /> FlXTURES �
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<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 /> � � ;
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<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 $F STRUCTURAL FASCIA (2x4) U.N.O. HANGERS INDICATED ARE SIMPSON STRQNG-TIE SEE SHEETS S9.0 & 59.7 FOR 3YPtCAL WOQD � � � � �
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<br /> HDR HEADER FRAMfNG �DETAILS. /4� �
<br /> P� SHEAR WALL WiTH FORCE TRANSFER FB F�USH BEAM FLQOR SHEATHING SHALI BE AS INQfCATED QN �tir �
<br /> AROUND W I N D O W S. S E E 8/S 9.2 F O R G t B GLU-LAMINATED BEAM R O O F T R U S S E S SHEET S7.0. FLOOR FRAMING - 11� TJt 210 � 16" 0� � � W ay ''
<br /> DETAILS. HDR HEADER UNL�SS �i01ED OTHERWISE. SEE FRAMfNG PLAN � � �,
<br /> GT GIRDER TRUSS SEE DETAIL 90/S9.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYOUT & SPACWG. --
<br /> �— HD HOLDOWN TYPE - SEE t0/S1.2 FOR SCHEDULE SF STRUCTURAL FASC(A (2x4) U.N.Q. STICK FRAMlNG GT GIRDER TRUSS DETAIL TRIM STUD REQUIREM�NTS GREATER THAN � a
<br /> PER 1d/59.0 ARE SHOWN ON PI�AN. PLUMBING, MECHANiCAL AND ELECTRICAL �♦�1� '
<br /> SEE DETA1L 90/59.0 FOR TYPICAL NEADER AT WALL DETA(L. TRIM • -• � OVERFRAMiNG ��-$ 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., .
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