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<br /> I I 5052 REGISTERED
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<br /> � � ---i ARCHITECT
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<br /> �? �� 59.0 � � � 2x ROOF
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<br /> 4 I � i FRAMING ROBERT E. WEIBLE
<br /> ����� 1 __ � ► _� AT 24" O.C. STATE OF WASHINGTON
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<br /> STUD WALL HEIGHT 9'-1"
<br /> ABOVE FIN. FL�OR
<br /> ALL EXTERIbR SHEARWALLS .�
<br /> '� � SEC�ND �LOOR SHEARWALLS SHALL BE P6TN U.N.O. � SECOND FLOOR F�ING PL�lN ALSHALLEB'E P6TN AU.N OLLS � �
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<br /> TRUSS SPACING: 24" O.C. - TYPICAL
<br /> : � � �
<br /> P6 SHEAR WALL TYPE — SEE 14/S1.1 FOR NAILING FB FLUSH BEAM L E G E N D SF STRUCTURAL FASCIA (2x4) U.N.O. HANGERS �NDICATED ARE SIMPSON STRONG—TIE SEE SHEETS S9.0, 8c 59.1 FOR TYPICAL WOOD � � �
<br /> HDR HEADER FRAMING DETAILS. .�
<br /> SHEAR WALL WITH FORCE TRANSFER FB FLUSH BEAM FLOOR SHEATHING SHALL BE AS INDICATED ON .. '�
<br /> P6 AROUND WINDOWS. SEE 8/S1.2 FOR GLB GLU—LAMINATED BEAM ROOF TRUSSES SHEET S1.0. FLOOR FRAMING — 11�/ TJI 210 � 16" OC ■� � O
<br /> DETAlLS. HDR HEADER UNLESS NOTED OTHERWISE. SEE FRAMING PLAN � L �
<br /> GT G(RDER TRUSS SEE DETAIL 10/S9.0 FOR TYPICAt HEADER AT WALL FOR EXACT LAYOUT & SPACING. � �
<br /> ' HD HOLDOWN T1PE — SEE 10/S1.2 FOR SCHEDULE S11CK FRAMING GT GIRDER TRUSS DETAIL. TRIM STUD REQUIREMENTS GREATER THAN � � �
<br /> �— SF STRUCTURAL FASCfA (2x4) U.N.O. PER 10/S9.0 ARE SHOWN ON PLAN. PLUMBING, MECHANICAL AND ELECTRICAL � �
<br /> G�B GLU-LAMINATED BEAM SYSTEMS SHALL BE DESiGNED AND BUILT TO �
<br /> SEE DETAIL 10/S9.0 FOR TYPICAL NEADER AT WALL DETAIL. TRIM �:.`;.';:.`: OVERFRAMING � �� � —
<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 GIRDER ACCOMMODATE 1 4 PER FLOOR WOOD � �
<br /> � �X POST SIZE & NUMBER OF BUNDLED STUDS TRUSS BEARINGS, U.N.O. SHRINKAGE.
<br /> .�
<br /> ROOF SHEATHING SHALL BE AS INDICATED ON S1.0. '�--�'
<br /> WHERE SHEAR WALLS REQUIRE PLYWOOD, IT SHALL BE APPLIED TO SIDE OF i �: I ATTIC ACCESS PANEL
<br /> STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. �--'� c�
<br /> SEE ROOF PLANS FOR VENTING AND DOWNSPOUTS. �
<br /> POST SIZE AND NUMBER OF o
<br /> SOME PLYWOOD SHEAR WALLS MAY REQUlRE 3 x 4 STUDS. SEE SHEAR SEE SHEETS S9.� AND S9.1 FOR TYPICAL WOOD FRAMING DETALS. � O BUNDLED STUDS. o
<br /> WALL TABLE SHEET S1.1. o
<br /> �
<br /> SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE SEE DETAIL 7/S9.1 FOR �VERFRAMING. PROVIDE BLOCKED EDGE o
<br /> PERIMETER FOtJNDATION WALL. 2'x4' HOLE IN SHEATH(NG FOR ATTIC VENTILATION. �
<br /> PROVIDE MIN (2) STUDS AT BEAM AND GIRDER 7RUSS BEARINGS, , 0 1ob No.: 14-38
<br /> �
<br /> . U.N.O. � Sheet No.:
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