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<br /> MS737 MST37 � 5052
<br /> REGISTERED
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<br /> ARCHITECT
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<br /> FIXTURES �
<br /> � ABOVE ROBERT E. WEIBLE
<br /> m STATE OF WASHINGTON
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<br /> ROOF TRUSSES t� 24" O.C.
<br /> UPP'ER FLOOR FRAMING PLAN = :,
<br /> - UPPER FLOOR SHEAR WALLS 26�J� '� & LOWER �LOOR SHEAR WALLS 0 = �
<br /> 2645 C
<br /> 1 j4"r 1`-0" � � �
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<br /> R�a� S`fUQ WALL HEIGHT 9'-1° ALL EX�fERiOR 1 � � � ; "
<br /> ALL EXTE AB01/E F�N. FLOQR SHEAR WALLS SHALL �^ ' � U .
<br /> SHEAR WALLS SHALL .. BE PGTN U.N.O. '°�� .
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<br /> TRUSS SPACING: 24 O.C. TYPICAL L E C E N D �' .
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<br /> P6 SHEAR WALL TYPE - SEE 14/51.1 FOR NAl�ING FB �LUSH �EAM � �
<br /> SF STRUCNRAL FASCIA (2x4) U.N.O. HANGERS INQICATED ARE SIMPSON STRONG-TIE SEE SHEETS S9.0, & 59,1 FOR TYPICAL. WOOD =
<br /> HDR HEADEft FRAMING DETAILS. � � W � .
<br /> P6 SHEAR WALL IMTH FORCE TRANSFER ROOF TRUSSES FLOOR SHEATHING SHALL BE AS INDICATED ON � � '
<br /> AROUND WINDOWS. SEE 8 51.2 FOR GLB GI.U-LAMINATED BEAM FB FLUSH BEI�M �' ,
<br /> � SN�ET S1.0. FLOOR FRAMING - 11�/e TJI 2l0 � 16" OC �
<br /> DETAfLS, USS HDR HEADER UNLESS N07ED 0� &�S AGING, FRAMfNG PLAN � 0 �
<br /> GT G)RQER iR STICK FRAM►NG SEE DETAIL 10/S9.0 FOR TYPICRL HEAAER AT WALL FOR EXACT LAYQUT �'"^� �'
<br /> HD HOLDOWN TYPE - SEE 1Q/S1.2 FOR SCHEDULE S� SIRUCTURAL FASCIA (2x4) U.N.O. �r GIRDER TRUSS DETAIL. TRIM STUD REQUIREMENTS GREATEF2 THAN '�♦
<br /> �- - OVERFRAMING PER 10/S9.Q ARE SHOWN ON PLAN. RLUMBING, MECHANfCAL AND E�ECTRiCAL 3
<br /> SEE DETAIL 10�S9.0 FOR TYPICAL HEADER AT WALL DETAlL. TRIM SYSTEMS SHALL BE DESIGNED AND BUILT TO o
<br /> SHEAR WALL- (ND(CATES EXTENT OF SHEAR WALL STUQ REQUIREMENTS GREATER THAN PER 10/S9.0 ARE SHQWN ON PLAN. • '�' SEE NOTE TO LE�T GLB GLU-LAMI_NATED BEAM PROVfDE MIN (2) SNDS AT BEAM AND GIRD�R ACC�MMOpATE 1/4" PER FLOOR WOOD �
<br /> .�... SHRiNKAGE. �
<br /> ,�--,,, TRUSS BEARENGS, U.N.O. �
<br /> ROOF SNEATNlNG SHALL BE AS INDICATED ON S1.0. I �� 1 ATTfC ACCESS PANE� � (�X POST S1ZE & NUMBER OF BUNDLED STUDS �
<br /> N
<br /> WHERE SHEAR WALLS REQUIRE PLYWOOD, (T SHALL BE APPLfED TO SIDE OF �--"
<br /> STUD WALL SHOWN AND SHALL CONTINUE ASOVE AND BENEATH OPENINGS. SEE ROOF PLANS FOR VENTING AND DQWNSPOUTS. POST SiZE AND NUMBER OF � .'
<br /> � � BUNDLER STUDS. . N
<br /> SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR SEE SHEETS S9.0 AND S9.1 FOR TYP1CAl WflOD FRAMING DETALS. 0 1ob No.: 14-38
<br /> U
<br /> WALL TABLE SNEET S1.1. •
<br /> ALLED Ol1T ON THE PLANS SHALL EXTEND TO THE SEE DETAIL 7/59.1 FOR OVERFRAMING. PROVIDE BLOCKED EDGE � Sheet No.• ,
<br /> SHEAR WALLS C 2'x4' HOLE IN SH�ATHING �4R ATTIG VENT(LA�ION. � �
<br /> RERIMETER FOUNDATION WALL. N .
<br /> � .
<br /> o PROVfDE MtN (2) STt1DS AT BEAM AND GIRDER �fRUSS BEARINGS,
<br /> U.N.O.
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