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<br /> • _ I � —� � ARCHITECT
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<br /> � 59.0 � � � FRAMING �
<br /> I � ROBERT E. WEIBLE
<br /> u`� "' � -- 1� i —� AT 24" O.C. STATE OF WASHINGTON
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<br /> STUD WALL HEIGHT 9'-l"
<br /> ABOVE FIN. FLOOR �
<br /> � � SECOND FLOOR SHEARWALLS ALL EXTERIOR SHEARWALLS SECOND FLOOR FRAMING Pi..AN � �
<br /> SHALL BE P6TN U.N.O. ` � ALL EXTERlOR SHEARWALLS
<br /> 1/4 -1 -0 SHALL BE P6TN U.N.O. �
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<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 INDICATED ARE SIMPSON STRONG-TIE SEE SHEETS S9.0, & S9.1 FOR TYPIGAL WOOD � � �
<br /> HDR HEADER FRAMING DETAILS. � � �
<br /> P6 SHEAR WALL WITH FORCE TRANSFER FB FLUSH BEAM FLOOR SNEATHING SHALL BE AS INDICATED ON '� �.
<br /> 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 /> DETAILS. HDR HEADER UNLESS NOTED OTHERWISE. SEE FRAMING PLAN � Z °
<br /> GT GiRDER TRUSS � SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYOUT & SPACING. Gi �
<br /> HD HOLDOWN TYPE - SEE 10/S1.2 FOR SCHEDULE STICK FRAMING GT GIRDER TRUSS DETAIL. TRIM STUD REQUIREMENTS GREATER THAN > �
<br /> �- S� STRUCTURA� FASCIA (2x4) U.N.O. PER 10/S9.0 ARE SHOWN ON PLAN. PLUMBING, MECHANICAL AND ELECTRICAL �
<br /> SEE DETAIL 10/S9.0 FOR 7YPICAL HEADER AT WALL DETAIL. 1RIM • ° • 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 SHOW�f ON PLAN. �•'•"'•'� SEE NOTE TO LEFT PROVIDE MIN (2) STUDS AT BEAM AND GIRDER ACCOMMODATE 1/4" PER �LOOR WOOD 0
<br /> � QX 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 REQUIRE PLYWOOD, IT SHALL BE APPLIED TO SIpE OF I >< I ATTIC ACCESS PANEL �
<br /> STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. '�--'�
<br /> SEE ROOF P�ANS FOR VENTING AND DOWNSPOUTS. c,
<br /> POST SIZE AND NUMBER OF �
<br /> SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR SEE SHEETS S9.0 AND S9.1 FOR TYPICAL WOOD FRAMING DETALS. � O BUNDLED STUDS. m
<br /> WALL TABLE SHEET S1.1. � .
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<br /> SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE SEE DETAfL 7/S9.1 FOR OVERFRAMING. PROVIDE BLOCKED EDGE � o
<br /> PERIMETER FOUNDATION WALL. 2'x4' HOLE IN SHEATHING FOR ATTIC VENTILATION. o �
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<br /> _ . : PROVIDE MIN 2 STUDS AT BEAM AND GIRDER TRUSS BEARINGS,
<br /> 0 1ob No.: 14-38
<br /> U.N.O. �
<br /> � Sheet No.:
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