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WEIBLE <br /> 4 � � � � STATE OF WASNINGTON <br /> 59.0 __ � o � --, 4 <br /> N � S9.0 <br /> . � i �� <br /> � <br /> � I N� � <br /> N <br /> � ' � <br /> N I STHDI4RJ N <br /> � _ <br /> I � <br /> 4x1 FB j <br /> a <br /> ! <br /> � +�; <br /> . � � � a <br /> 0 <br /> Q I .N � <br /> �C P6 �d Z <br /> BEA ING WAL � x1 FB `� �' 4 � � <br /> �� � � � � y <br /> . o c � r � �_ ' � — — — — � a� <br /> ir f� iii � � L <br /> - a i i t� � = i , a <br /> i i i�� � i � <br /> � i i i�i � i � <br /> i i i i� � i � <br /> i <br /> ii i►i � $ � <br /> I t 1 1 I i P6 S1.2 <br /> _ I � . o <br /> o � T Si"A!R FRAMlNG � � �' <br /> = 5 14R OPEN TO BELO j I � a � <br /> S Di4R � � L <br /> 2 � �� v <br /> � , ,� ----- O �- — -- -T S �� o U <br /> E------ 4x1 FB i z 0 <br /> ` 1 <br /> P6 P6 � 1 � �2 2 8 S 2x8 �: S9.0 -- <br /> <• � � ; <br /> 9 3 BE RING � f� <br /> r� 9 59.0 s9_o ALL � `� � w <br /> ;. i �:_ STHD94RJ <br /> j ,- <br /> S9.0 � � o � � <br /> I = a � <br /> : z� Ps i � � � � <br /> . :: � � i � <br /> x'. . . 0 � - � � � <br /> 9 F. f <br /> I � � <br /> P6 S9:0 �� S .� S M. � I = � <br /> ` I <br /> � � � � <br /> - � - - - - - - � - - - 2 <br /> 2 I <br /> 0 c~n o I " GT AB01/� ' <br /> :' o <br /> LB 1�ax1 HD o z O � � o � <br /> M <br /> GT ABOVE �� � � � <br /> ;r N <br /> � � Q !� � <br /> 2 $ �"� �- Z � <br /> � <br /> � N <br /> � � � <br /> � � >: <br /> i;. m <br /> =�= 4 8 C T. pR HDU8 L � � <br /> +<� P � � � a <br /> , ,,.. ,. . <: ::: -- <br /> MST37 ' ' 2 ' � � <br /> s � i 2x LEDGER <br /> MST37 P6 HDUS SL l'�.xl CO T. H R P2 j � <br /> ,,..-:..._. �. �: $ 2 — — — — — — — — — — 2 `�5_- - - �T BOVE $ � O <br /> 51.2 O � ,. ... . . - 51.� � � � <br /> . � 2x DGER . I e � � <br /> HDUS � o �� <br /> P2 I � �^ - <br /> - P6 � � 4x8 CQN HDR— -- j � <br /> I <br /> 8 P2 �— — <br /> -- --- -- --- -- --- --- --- --� <br /> g�,2 ALL EXTERfOR SNEAR WALLS 6x6 POST 6x6 POST <br /> SNALL BE P6TN U.N,O CAP:ACE6 6x6 POST CAP:ACE6 <br /> CAP:AG6 RQOF TRElSSES STUD WALL. <br /> � 24" O.G MEIGHT THIS <br /> LEVE�:9'-1" <br /> ABOVE 1 ST FLR <br /> UNE UNLESS <br /> UPPER FLCOOR FR/'�MING PLAN �OTED. � <br /> 3J� +�� � UPPER FLOOR SHEAR WALLS 35�� � & LOWER FLOO[� SHEAR WALLS ALL EXTERIOR = <br /> A <br /> 7/4" = i'_0" 1/4„ = 1'-0" - SHEAR WALLS OL ta <br /> . SHALL BE P6iN � � �. <br /> U.N.Q � C � <br /> _ � ' 8� (j <br /> � �a � <br /> � � � <br /> SHFARWALL NOTES FL04R FR. AMfNG N � TES � � � 3 <br /> � � � <br /> � p� � � � <br /> P6 SHEAR WALL TYPE � SEE 14/S1.1 FOR NAIIlNG $F STRUCTtJRAi. FASCIA (2x4) U.N.O. NANGERS lNDfCATED ARE SIMPSON STRONG—TIE SEE SHEETS S9.0, & S9.T F�R TYPICAL WOOD i■� •� i Z <br /> FRAMING DETAILS. � ; � <br /> SHEAR WALL WITH FORCE TRANSFER FB F'LUSN BEAM FLOOR SHEATHING SHALL BE AS INDlCATED ON <br /> �6 SHEET S1.0. FLOOR FRAMING — 11� TJI 210 � 16" OC �' W O <br /> ARQUND WINDOWS. SEE 8/S].2 FOR � � � <br /> DETAILS. HDR HEADER UNLESS NOi�D OTHERWISE. SEE FRAA�ING PLAN <br /> - SEE DETAIL 10/59.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYOUT & SPACING. — <br /> HD HOLDOWN TYPE — SEE 10/S1.2 FQR SCHEDULE GT G(RDER TRUSS DETAIL. TR{M STUD REQUIREMENTS GREATER THAN �� � <br /> a�^ PER 10/S9.0 ARE 5HQWN pN PLAN. PLUMBI�lG, MECHANICAL AND ELECTR(GAL t^ <br /> GLB GLU—LANIINATED BEAM SYSTEMS SHALL BE DESlGNED AND BUtLT TO v+ <br /> . SHEAR WALL— INDICATES EXTENT 0� SHEAR WALL PROVIDE MIN (2) STi1DS AT BEAM AND GiRDER ACCOMMODATE 1/4" PER FLOOR WOOD c, <br /> � Q POST SIZE & NUMBER OF BllNDLED STUDS TRUSS BEARINGS, U.N.O. SHRINKAGE. o <br /> m <br /> WHERE SHEAR WALLS REQUIRE PLYWOODA IT SHALL BE APPLIED TO SlDE OF �� <br /> STtjD WALL SHOWN AND SHALL CONTINUE A80VE AND BENEATi-I OPENiNGS. � <br /> � <br /> SOME PLYWOOD SHEAR WALLS MAY REQUlRE 3 x 4 S1UDS. SEE SHEAR M <br /> WAL� TABLE SNEET S1.1. o Job No.: 14-38 <br /> SHEAR WALLS CALLED OUi" ON THE PLANS SHALL EXTEND TO 7HE � Sheet No.: <br /> � PERIMETER FOUNDA7IQN WALL o <br /> N <br /> . � <br /> � <br /> ` S <br />