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' .,, <br /> Y£3:>'s:x�:;< 'x;'�;'.�o,��:;;i�n'..,a ?''i:i�,.sg2 >�:'�,�:':,:.r> <br /> ��>` �;: ,�s;:::;�; ..s... <br /> ;s<�,:':�„;:�:Y>,e3?�';��,?�:.::��':�.�;:�:;y:^>��i;;,� <br /> \ Q I � ' �:: �.a;. ,. <br /> >��" Y 'f'�'..i. <br /> .:�,���1�'�,,,�;. :..;:;��:�� ,1�.�., <br /> i ��::.:4� � ��_.�.;�:; <br /> � � S7HD14RJ .;f� �:>::, �,<'�w';:;�^��:.��;;�:.� ���.: <br /> I1 S D14 �v ������,���`�s1����#t�n�°������ <br /> �y ' � yy� 2)W ' N.' i1 qk \+t 'r� <br /> �G�����,•�-,,' ��:��.��;.�?`��,�:,����s: <br /> } i � z 2X FRAMING ;�.,�"` ,.>�� ��.�zr>,a� �' <br /> � �;.€::.Y:�:,;, <br /> � `~' � � �~ ��' �`. <br /> �- - 1 ��`i �;";_.�A.�` <br /> � � oo AT 24 O.C. ���,�:. �r;> ��, t, �+��,. <br /> Ci I µ;' ,� ��r,�' .;�y. �' �': <br /> I � N :<�vx;�r%::�::�.�`?.€r�;::e:',,t'�.,�'::.rg�"'^�'z?�;,�;::r.;..i�;:'.' '�;`. <br /> " <br /> , <br /> ^ . , , ..,.... : s'�i._:.:;."s::..i>, ..�fi`r <br /> P6 o I � r. <br /> N <br /> co � � `� <br /> �-- I <br /> � j � - 5�52 REGISTERED <br /> Q f � 2 � ARCHITECT <br /> N � � o I S9.1 <br /> t�-- t � _ � � <br /> I � oo -�� ROBERT E. WEIBLE <br /> � � � I <br /> •- `- S9,a 6x6 OS I � � � STATE OF WASHINGTON <br /> W/ CE � `�' � <br /> � 03 � I <br /> - - - -� - - - <br /> o I <br /> 2 GL 51� 10Yz HDR � �. � -� - „� <br /> � '" > <br /> I <br /> °Nx° i � � 0 2x LEDGER N <br /> . ,�-. r . I = <br /> � <br /> N � � � <br /> v � � � N � x � <br /> � v N .c� <br /> I ^ � <br /> � ' � � a <br /> . X <br /> `i' <br /> P6 ' <br /> _ � , � SL 3/4x1 � f o a <br /> � � � � �.; <br /> w > z <br /> { ( � ' T � � .- <br /> ' ` � l.t. I � pp t'' ,��_-. <br /> � I � � ^ p � <br /> L <br /> . � � , `� Z ' ' " � a <br /> � � 1 ' m a <br /> � � � L 3Y2 11�/ FB 3 STHDi 4RJ g <br /> � <br /> - -} - - - <br /> , � � � X} o <br /> �o - - - � � o . N <br /> = o g ' <br /> � � S9.0 � X P6 0 � <br /> N <br /> � <br /> N � THD1 J D1 J N � <br /> STHDI4RJ `� 2X HD � � o O <br /> �: �,u. ,t Q Z <br /> E�— ' T <br /> . � pp <br /> � P4 3 P4 � cv <br /> . <br /> 59.0 � •-• <br /> `.� ' � <br /> . -o <br /> a� <br /> � � � o � <br /> . ' � Q- CO <br /> z <br /> � � <br /> 1 � � � a <br /> S9.O 9 i N � <br /> GUS 12 9.0 " � <br /> � � I �` � <br /> � \ r� - _ _ c� � _ s3�2_ oa- - - - - - - � <br /> � 2 8 H R <br /> . TRUSSES (� 24" O.C. --- � � � _ L 5Y 9Y DR r STHD74 � � � <br /> � ' H S41 1 � � <br /> I � m B NDL �m �� a o <br /> I � S DS �� P � cs <br /> Ps� � AQVE � � � o <br /> � I a �a �� � <br /> . . t � i� ( � <br /> - , i � � �� ,� <br /> . , , �, ,�, <br /> 2x LEDGER 1 ' ;� � >. <br /> m <br /> ' � 3 = <br /> I ' ' � a � <br /> I I SlM. �6 �T � ?� ( � � <br /> GT ASOVE� I Sg.O A �� 4x4 POST w/ � � <br /> . � MST37� --�----_- _ ---- PC44 CAP � <br /> ' � ABOVE� VL Yx1 � LVL 5Yx91� FB 0 <br /> MST3� � <br /> STHD�4 � � ABOVE - <br /> 1 � -:, VL 3Yz 16 H�R C NT. - � i Msr3� o � <br /> � � ' - '—"- � ' 2xLEDGER 19 � <br /> - P6 P6 I (�3 _ A80VE � �' r' <br /> . ' _ Ti-1D14 S9.1 � N 11 <br /> 8 8 18 - - - HGUS412 - --- - --- -- -- 18 -- d, <br /> _ - ��.2 S4.2 S6.1 3 2x LEDGER S6.1 <br /> s9.1 HGUS412 <br /> P3 P3 <br /> TRUSSES C� 24� O.C. STUD WALL HEIGHT 9'-?" <br /> ABOVE �IN. FLOOR <br /> ALL. EXTERIOR SHEARINALLS ALL EXTERtOR SHEARWALLS <br /> , <br /> SHALL BE F'6TN U.N.O. SHALL BE P6T1V U.N.O. <br /> �5 � SECOND FLOOR SHEARWALLS 35 " SECOND FL�t�R FR.AMING PLAN = �, <br /> 1/4"=1'-0" 1/4"=1'-0" � � <br /> . � �. <br /> ' � _ � <br /> g > � cj <br /> SHEARWALL NOTES FL �JOR F �. AMING NaTES ._ � � <br /> � � s v� <br /> �s SHEAR WALL T1PE - SEE 14/S9.1 FOR NAILING SF STRUCTURAL FASCIA (2x4) t1.N.0. HANGERS INDICATED ARE SIMPSON STRONG-T1E S�E SHEETS 59.0, & S9._7 FOR TYPfGAL WOOD � � � 3 <br /> FRAMING D�TAILS. M �'j s <br /> . SHEAR WALL WITN FORCE TRANSFER FB FLUSH BEAM FLOOR SHEATHING SHALL BE AS INDfCATED ON � N � '� <br /> ` P6 AROUND WINDOWS. SEE 8/S1.2 FOR SHEET S1.0. FLOOR FRAMtNG - 11% TJI 210 � 16 OG ■� � O <br /> DETA�LS. HDR HEADER 11NLESS NOTED OTHERWISE. SEE FRAMING PLAN � � i Z <br /> SEE DETAIL 1 Q/59.0 FOR TYPICAL HEADER AT WAL� FOR EXAGT LAYpUT & SPACING. � � _ <br /> � �--� HD HQLDOWN TYPE - SEE 10/S1.2 FQR SCHEDULE � GT GlRDER TRUSS DETAIL. TRIM STUD REQUIREMEI�7S GREATER TNAN � s W � <br /> PER 1Q/59,0 ARE SHOWN ON PLAN. PLUMBING, MECHAN(CAL AND EL,ECTRfCAL <br /> GLB GLU-LAMINATED BEAM S Y S T EMS S HALL BE DES IGNED A N D B UI LT TO � � �, <br /> ' � PROVIDE MIN (2) STUDS AT BEAM AND GIRDER ACGOMMODATE 1/4" PER FLOOR WOQD 0 <br /> � SHEAR tNALL- INDICATES EXTENT OF SHEAR WALL � _ <br /> � QX POST SIZE & NUMBER OF BUNDLED STUDS 71�USS BEARINGS, U.N.O. SHRlNKAGE. �� a <br /> WHERE SHEAR WALLS RE4UIRE PtYW00D, IT SHALL BE APPLlED TO SfDE OF vf <br /> STUD WALL SHOWN AND SNALL CONTtNUE ABOVE ANd BENEATH OPENINGS. � <br /> 0 <br /> SOME-PLYWOflD SNEAR WALLS MAY R�QUIRE 3 x 4 STUDS, SEE SHEAR o <br /> WALL TABLE SHEET Si.1. � <br /> � <br /> SI�EAR WALLS CALLED OUT ON THE PLANS SHALL EXTENQ TO THE o <br /> PERIMETER FOUNDATION WALL � <br /> � 1ob No.: 14-38 <br /> � <br /> - � Sheet No: <br /> � Q <br /> N <br /> � <br /> � <br /> 2 <br /> � . - . . . . . . , _ - . .. . . _ . . _ . <br />