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I " <�`� �'�'� ;��:t3 `�"' ��'`���,',;` �' <br /> I � u. �^>;,;�,,�': ,�. �t�St������;�� <br /> Q c� � X AT 24 O.C. -�.... >>:fTaY >:s :,:�:::,�f;:yr .�;>;;�• :�:� <br /> P6 a � I N �;,. <br /> _ � � v <br /> co � � • <br /> �- ' � • <br /> � I � 1 50�2 REGISTERED <br /> o � � 2 � ARCHITECT '�' y <br /> N I � o I S9.7 � ' <br /> t��- � � _ � ' <br /> � ao -�� ROBERT E. WEIBLE <br /> � �� 9 6x6 OS I � � � STATE OF WASHINGTON <br /> : O S9.Q w� �E � N i . <br /> f <br /> - - - - - - - - - - - � I <br /> n� GL 5Y l 0Y HDR N I '� '' � <br /> _ � � � -s; <br /> � � <br /> � i � j Q 2x LEDGER � <br /> � r- � _ �' ' . <br /> � <br /> �. ' � �„� I p0 L <br /> � l N I N � <br /> O I � � .N.. 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( 'o <br /> � � � � <br /> .."� I � � r . <br /> � �- 04 <br /> a� <br /> S9.0 g ' N = � � .' <br /> GUS 12 9.0 � `V � � ' . <br /> � � <br /> Q `, _ GL 6%a18D . <br /> - - - - - - - - - - - - - ' - � <br /> � ; �� , ) 2 8 H R L 53' 9� DR r STHD14 � � <br /> � � <br /> �� H S41 i � , � <br /> 2x LEDGER � � j� m B NDL, m � o � <br /> ► ,. �i � s os P �, <br /> Ps � �i � A Q1lE °0 = _ � �� <br /> I ' E � N � ■� � <br /> . � � f! � � <br /> � 'i � � � � . <br /> � , � � <br /> JACK � • <br /> TRUSSES � + j� i � L = _ . ' <br /> I � �� S1M. � � a � <br /> i �� 16 � , ' � � o - <br /> I Sg,a 4x4 POST w/ <br /> , . <br /> I I i P <br /> C44 CAP <br /> <.:. : ..: ..> .: , , i �� . <br /> . Msr3� i VL Yx1 78 � - - .^ � �---____-� LVL 1%ax19� F8 � . <br /> ❑ ❑ ABOVE <br /> � = � MST37 <br /> MST37- STHD14� ; � � -- � ABOVE � Q .� . <br /> MST37 LVl. Yx11� HDR C N7. �I MST37 � � <br /> --- - --- - --- - <br /> . P6 MST37 � _. • � 3 _` J� 9 9 ABOVE � � �' <br /> P6 � � � STl-Id14 59.1 � � It <br /> 8 $ <br /> -- -- �-�- -- — — --- --- — — — — —� N � ' -•, <br /> � S1.2 r <br /> = 51.2 56.1 � 2x LEDGER 56.1 . <br /> S9-1 HGUS412 " ' � <br /> � ' <br /> P3 P3 STUD WALL HEIGHT 9'-1" . <br /> 2X FRAMING ABOVE FIN. FLOOR <br /> ALL EXTERIOR SMEARWALLS � 24» �•�• ALL EXTERIOR SHEARWALt�S . <br /> SHALL BE P6TN U.N.O. SNALL BE P6TN U.N.O. <br /> 3� '" SECOND FLOOR SHEARWALLS �5 " SECOND LOfJR FRAMI '~ :, . <br /> F NG PLAN � �, <br /> 1�4"=1'_'�" 1/4"=1'-0" Q � <br /> � � � . <br /> C <br /> 1 � � 4 " v <br /> SHEARWALL NOTES FL (� OR FRAMING NOTES � �� <br /> ,> � U <br /> � � � y . <br /> P6 SHEAR WALL TYPE - SEE 14/S1.1 FOR NAIUN� SF STRUCIURAL FASCIA (2x4) U.N.O. HANGERS INDICATED ARE SIMPSON STRQNG-T!E SEE SHEETS S9.Q, & $9.1 FOR TYPICAL WOOD � � � y� . <br /> �RAMING DETAILS. � �j .� . <br /> - SHEAR WALL WITH FORCE TRANSFER FB FLUSH BEAM FL�OR SHEATHlNG SHALL BE AS INDICATED ON � (� � '� <br /> � �6 AROUND WINQOWS. SEE 8/S1.2 FOR SHEET S1.0. FLOOR FRAMfNG - 11� T,N 210 � 16 OC � ■� �+�+ O <br /> DETAILS. HDR HEADER UNLESS NOTED OTHERWISE. SEE FRAMING PLAN � L Z �� <br /> SEE DETAIL 10/S9.0 FOR ZYPICAL HEADER AT tNALL FOR EXACT 1.AYOt1T & SPAC�NG. � d � <br /> = GT GIRDER TRUSS PER 10/59.0 RE �S OEWN'ON PLAN.GREATER THAN p�UMBlNG, MECHANICAL AND ELECTRICAL � ' � <br /> ��— HD N�LDONM TYPE - SE� 10/S1.2 FQR SCHEDULE � W O <br /> GLB GW-LAMWATED BEAM SYSTEMS SNALL BE DESlGNED AND BU1LT TO � � <br /> SHEAR WALL- lNDfCATES EXTENT OF SNEAR WALL PR4VID�. MIN (2) STUDS AT BEAM AND GIRDER ACCOMMODATE 1/4" PER FLOOR WQOD � 0 � ' V <br /> � QX POST SIZE & NUMBER OF BUNDLED STUDS 7RUSS BEARINGS, U.N,O. SHRINKAGE. a r � <br /> ... <br /> , WHERE SHEAR WALLS REQUfRE PLYWOOQ, IT SHALL BE APPLIED TO SIDE DF v♦ � <br /> STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. � <br /> o . <br /> SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR o <br /> WACL TABLE SHEET Si.1. � <br /> � <br /> SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE o '' <br /> PERlMETER EOUNDATtON WALL M <br /> 0 1ob No: 14-38 <br /> � . <br /> = = � Sheet No.. � <br /> 0 <br /> N � + . <br /> � ' ., , <br /> M , <br /> � z � <br /> S <br />