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<br /> P6 SHEAR WALL TYPE - SEE 14/S1.1 FOR NAILING FB FLUSH BEAM L E G E 1� D SF STRUGTURAL FASCIA (2x4) U.N.O. HANGERS INDICATED ARE SIMPSON STRONG-TIE SEE SHEETS S9.0 & S9.1 OR �
<br /> F TYPICAL WOOD
<br /> SHEAR WALL WITN FORCE TRANSFER HDR HEADER FRAMING DETAILS. � � �
<br /> P6 FB FLUSH BEAM FLOOR SHEATHING SHALL BE AS INDICATED ON
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<br /> AROUND WfNDOWS. SEE 8/S1.2 FOR GLB GLU-LAMINATED BEAM ROOF TRUSSES SHEET S1.0. FLOOR FRAMING - 11%8 TJI 210 C� 16" OC ■� � O
<br /> DETAILS. HDR HEADER UNLESS NOTED OTHERWISE. SEE FRAMING PLAN �
<br /> GT GIRDER TRUSS SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYOUT & SPACING. d �
<br /> HD HOLDOWN TYPE - SEE 10/S1.2 FOR SCHEDULE STICK �RAMING GT GIRDER TRUSS DETAIL. TRIM S�fUD REQUIREMENTS GREATER THAN >
<br /> � �— SF STRUCTURAL FASCIA (2x4) U.N.O. PER 10/S9.0 ARE SHOWN ON PLAN. PLUMBING, MECHANICAL AND ELECTRICAL � o
<br /> SEE DETAIL 10/S9.0 FOR T1PICAL HEADER AT WALL DETAIL. TR►M •••••: OVERFRAMING GLB GLU-LAMINATED BEAM SYSTEMS SHALL BE DESIGNED AND BUILT TO � �,
<br /> �'��",� SHEAR WALL- INDICATES EXTENT OF SHEAR WALL STUD REQUIREMENTS GREATER THAN PER 10/S9.0 ARE SHOWN ON PLAN. •�" SEE NOTE TO LEFT PROVIDE MIN (2) STUDS AT BEAM AND GlRDER ACCOMMODATE 1/4" PER FLOOR WOOD -"
<br /> a� � � POST SIZE & NUMBER OF BUNDLED STUDS TRUSS BEARINGS, U.N.O. SHRINKAGE. �� �
<br /> ROOF SHEATHING SHALL BE AS INDICATED ON S1.0. �--T �'
<br /> WHERE SHEAR WALLS REQUlRE PLYWOOD, IT SHALL BE APPLIED TO S(DE OF I �� I A7"T1C ACCESS PANEI
<br /> STUD WALL SHOWN AND SHALL CONTINUE ABOVE AfVD BENEATH OPENINGS. '�--"
<br /> SEE ROOF PLANS FOR VENTING AND DOWNSPOUTS. POST SIZE AND NUMBER OF "
<br /> SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR � O BUNDLED STUDS. �
<br /> WALL TABLE SHEET S1.1. SEE SHEETS S9.0 AND S9.1 FOR TYPfCAL WOOD FRAMING DETALS. a
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<br /> SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE SEE DETAIL 7/S9.1 FOR OVERFRAMING. PROVIDE BLOCKED EDGE �
<br /> PERIMETER FOUNDATION WALL. 2'x4' HOLE IN SHEATHlNG FOR ATTIC VENT(LATlON. N
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