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WEIBLE ' <br /> GT ABOVE V � w � STATE OF WASHINGTON <br /> ' o �,� � • <br /> � I � <br /> x <br /> \ (2�11��� TJI � � `, ° <br /> � I > <br /> `" I a� <br /> x `::� ; <br /> � --- -- - --- � � �> 2 H ��� ����_ —— � —� , � <br /> 4 4 � I �� I t.' -----� .� <br /> O � o i S� .� I`� �I �j � � C� �� S7HD1�-RJ a, . <br /> � J � _ x, '= <br /> G� STH 14RJ -- _ -� � <br /> ABO\!E 3 <br /> S9.Q � <br /> �.; <br /> � a . <br /> � P6 �' E SfM. '? `'' <br /> , � z <br /> i AB � � <br /> 0 3 i � . <br /> _ � S9.0 � . GT °' <br /> = <br /> � axo � -� � �~ � ABOVE � e' <br /> � � � Y I ' � � . <br /> � � � _ � <br /> . �� � � <br /> . � , � � 1 ox0 a <br /> I N � �F(X RE B � I v � <br /> � ^ I � � <br /> f <br /> ` � � + N <br /> q � I � 1� � a� s <br /> 2 I � , ' _ a ,c� , • <br /> a0 � l � �' `>. . <br /> N � 1 I � � <br /> � " I � 59.0 z � <br /> � � . <br /> P6 � 9 I •—'- , <br /> � S9.0 � , <br /> I <br /> ss.o �g Yx� H� ; pp i � - <br /> - - - - - - - - � � <br /> I T------- — — — — --- — O T <br /> O i�`` -- - r�,.�� � Ci �p <br /> I — � ' a� � <br /> � � , ,�— ^— . <br /> � 8 ; `�� ,�P6, ` '// � � o � <br /> � S9.0 I -�'--' `' ' fi P6 � <br /> ��, <br /> �fi �z t � --''rOPEN STA1R FRAMfNG'�-�� � • � <br /> . ., � <br /> � � � � � � � ,i . <br /> r-—— :: � ►— I x .��\ �; ,<:. � <br /> 2x ROOF '` � � �' ' '� <br /> � I � � '�. :' � e— <br /> FRAMING � � r- ' '� , - _ ;� o � <br /> C� 24" � `° � v ' , ?� ., GT tQ � '� : <br /> O.C. � � � � � � S .o, ; `���` ABOVE � a c ' , <br /> � E-—--F— � : <br /> . � � . <br /> � � j � , .`. ■s � . <br /> 2 I _ : �` <br /> � ss.o � � � '- -- -- - - � �� tCi <br /> -- �� � <br /> i ` � <br /> � � i � r- -- ---� <br /> ( x:� <br /> GT � j f j� � � o° a <br /> ,� � ' � � S a ` <br /> I � � � _ ' <br /> I � - � � . <br /> � � � '' FlXiURES <br /> o ` I i ABOVE � <br /> � (2)2 8 H R (2j2 8 H R ( 2x8 DR � =_— _ �� � _ : " <br /> Q ��o �� � � � � � J � ' . <br /> ,- ,.:>�:. "< ; •.:.. ^� <br /> � O <br /> � (2)2 HDR ( HDR � I (2�2x8 HDR -' . <br /> P6 P6 PB STHD14 I o THD14 � I � �� a I <br /> � z i � � �^ - <br /> 00 �t <br /> - I °x° P3 x r <br /> � �- � e `� � . <br /> � 4x HDR x8 HD � <br /> _ __ __ _. __ _ �, .._„ _,_ ._ 2x LEDGER <br /> � I � <br /> - --- ---_ --- --- --- --- -- --- --- --- - � <br /> R��� If\UJS1�S l� .G4n Q.li. <br /> ALL EXTERIOR STUD WALL HEiGHT 9'-1" ALL EXTERIOR ' <br /> SHEAR WALLS SHALL ABOVE FfN. FLOOR SHEAR WALI�S SHALL : <br /> BE PGTN U.N.O. BE PGTN U.N.O. '�'� ' <br /> � UPPER FLOOR FRAMING PLAN 0 = <br /> Z�D��-F UPPER FLOOR �HE�R WALLS 2����� & LOWER FL�OR SHEAR WP�LLS � � �. <br /> �,4�_ 1�'O� ��4� _ ��'��, � 4f 0 � <br /> " C� > � v <br /> 0! ;� v� � � <br /> SHEARWALL NaTES R40F FRAI�I � NG I� QTES FL4C� R FRAMING NC� TES � � � � <br /> t� � _ . <br /> � � <br /> TRUSS SPACING: 24" �.C. — TYPICAL L E G E N D � <br /> P6 S H E A R W A L L T Y f'E — SE E 1 4 S 1.1 F O R NA(L1NG FB FLUSH BEAM S� STRUGTURAL FASCIA �2x�-) U.N.O. HANGERS INDIGATEQ ARE SIMPSON STRONG—T!E SEE SHEETS S9.Q & S9.1 FOR TYPICAL WOOD � 'y � Z • <br /> � FRAMING DETAILS. L <br /> HDR HEADER �B FLUSH SEAM f LOOR SHEATHING SHALL BE AS INDlCATED ON � � � _ <br /> P6 SHEAR WALL WITH �ORCE TRANSFER ROOF TRUSSES SHEEfi S1.0. FLOOR FRAMING — 11�/a TJI 210 � 16" QC � (� 4 <br /> AROUND WINDOWS. SEE 8/S1.2 FOR GLB GLU—LAMlNATED BEAM HDR HEADER U�iLESS NOTED OTHERWISE. SEE FRAMlNG PLAN � � � <br /> DETAILS. - SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYOUT �c SPACING. � <br /> GT GIRDER TRUSS STtCK FRAMING GT GfRDER TRUSS DET�AIL. TRIM STUD REQUIREMENTS GREATER THAN � � a <br /> ND HOLDOWN TYPE — SEE 10/S1.2 FOR SCHEDULE SF S�FRUCTURAL �ASCIA (2x4) U.N.O. PER 1Q/S9.0 ARE SHOWN ON PLAN. PLUMBING, MECHANICAL AND ELECTRICAL ^ <br /> e�— SYSTEMS SHALL 8E DES1GNED AND BUfLT TO <br /> �EE DETAtL �0/59.0 Ft?R TYPiCAL HEADER AT WI�LL DETAIL. 7RIM .: OVERFRAM1NG GLB GLU—LAMINATEQ BEAM PROVIDE MIN (2) STUDS AT BEAM AND GtRDER ACCOMM4QATE 1f4" PER FLOQR WOOQ "� <br /> SHEAR WALL— (NDICATES EXTENT OF SNEAR WALI. STUD REQUIREMENTS GREATER THAN PER 10 S9.0 ARE SHOWN ON PLAN. ' ' • SEE NOTE T0 LEFT X POS�t SfZE & NUMBER OF BUNDL�D STUDS SHRINKAGE. o <br /> / � O TRUSS BEARINGS, U.N.Q. <br /> . m <br /> ROOF SHEATH(NG SHALL 8E AS IND(CATED ON S7.0. j`�<'i ATTlC ACCESS PANEL � ' <br /> WHERE SHEAR WALLS REQEJIRE PLYWOOD, IT SHALL BE APPLIED i'0 SlDE OF ,�__�, o <br /> STUD WALL SHOWN AND SHALL GON7INUE ABOVE AND BENEATH OPENlNGS. SEE R04F PLANS FOR VENTING AND DaWNSPflUTS. ; <br /> POST SIZE AND NUMBER OF o <br /> SOME PLYWOOD SHEAR WALLS MAY REQUlRE 3 x 4 STUDS. SEE SHEAR SEE SNEETS S9.0 AND S9.1 FOR TYPICAL WOOD FRAMING DETALS. � O BUNDLEQ STUDS. � <br /> N <br /> WALL TABLE SHEET 51.1. o Job No.: '14-38 <br /> SEE DETAIL 7/59.1 FOR OVERFRAM(NG. PROViDE BLOCKED EDGE � <br /> SHEAR WALLS CALLED OUT ON 1NE PLANS SHALL EXTEND TO THE 2'x4' HOLE IN SH�ATNIN� FOR A7TIC VENT1LA710N. � Sheet No.: <br /> PERIMETER FOUNDATION WALL. o � <br /> ' PROVIDE M1N (2) STUDS AT BEAM AND GIRDER TRUSS BEARlNGS, � <br /> tJ.N.O. . <br /> � <br /> _ _ <br />