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8 � 6x6 POST 2X FRAMING AT 24" O.C. 6x6 POST <br /> S1.2 8 CAP:AC6 GAP:AC6 <br /> Ps S� 2 (ADD SHIM)—� (ADD SHIM) <br /> � <br /> 4X10 HDR � � � <br /> , STHDI4RJ 4 P4 2x LEDGER � _� ,^_ ;i '•° ' , <br /> = -- --- -- --� -- <br /> MST37 MST37 g �� , `' ', <br /> S9.0 4x12 HDR STHDI4RJ � 8 q , ' <br /> � S1.2 --_._.��--�� _.� � i P4 1.2 �',� � ;� t � � � � � 1 <br /> P6 � ,I I � / �� 2x LEDGER � ;� � � � � ;� � �� � ' <br /> �4x10 4x10 H R CO T. � , � ^', <br /> . .:� � , _ - - � - <br /> � � � � � �.5 ��r��r�tl �a�� ���2rtt� <br /> ���� '-` � S HD14 � � STHDt4RJ �tt`����i[���tt��C �€3�} �9�i��� ' <br /> I_ { �� <br /> Q � � b5���t�� <br /> � � � o � 4������� � ��� <br /> � I = 2X FRAMING ry(/ y^y''{_ (�/q <br /> �— , — I I � ���§�r�'iS4'H*�'���5�����},\kY�94Sd� � <br /> �� � � oxo AT 24' O.C. <br /> Q . ,,. .. .,. .: . ..:. ,.:,; <br /> ` o i � ^ <br /> P6 � I c� <br /> �,: , � i •__• <br /> �' <br /> �� I � <br /> � � j � I 50�2 REGISTERED <br /> 3< "` o I � 2 � ARCHITECT <br /> � <br /> N � <br /> � � � I S9.1 � <br /> . ° <br /> ti I I � � <br /> ., � ao -�3 ROB�RT E. WEIBLE <br /> '� �-� I 9 3 6x6 OST I N � STATE OF WASHINGTON <br /> S9.0 � � � <br /> ,O W/ ACE � I i <br /> - - - - -- ---- � - - - - } o I <br /> . N � J <br /> o GL 5Ya 1 QYz HDR � � � � - � <br /> _ � I � <br /> °Nx° � � i = 2x LEDGER � <br /> � _ � � � ^ � <br /> � �� <br /> �� Q � I I � _` <br /> � � .__ - <br /> P6 i SL 3/ax11%8 F I o � <br /> � � '� v <br /> � w '> z <br /> � � I w � C� Q �' vi <br /> I � > II � I = � � a <br /> O "_ <br /> �' li W p] �� p O v <br /> � -� U Q �- <br /> --.: Z � ` Q I � O -cs <br /> � I C� O m o <br /> � � <br /> � � - �" --- - � � L 3y2 11�/s FB O STHQ14RJ � <br /> � - "� � � � _ � _ �_�• 7��f— � o <br /> , �q O � � � <br /> � i ' <br /> �Q _ — — L_J � � � . ' . � <br /> � � <br /> � _ � 8 ao P6 0 � <br /> � I I S9.0 � I <br /> N � <br /> ^ � �THD1 RJ HD1 J I v L <br /> STHDI4RJ �' 2XC� HD i � o � <br /> � — z <br /> ` �_ �� � � � <br /> � C P4�) I 3 1 ( P4 ) I " <br /> g�a 1 N ,.� <br /> L[ � � <br /> � � <br /> � � � o r <br /> I � � °� <br /> f � 1 1 X o � <br /> N <br /> .-� <br /> 59.0 g N <br /> GUS 12 9 � � `V <br /> C-_, E GLB 63/4�18 D 3 _ I � � _ <br /> � -�'r - - <br /> � _ i ---- - - - - --- ---- - - - �2) 2 8 H R LV(. 5Y�9Y2 1-DR r <br /> � � ; STHD14 � � � <br /> 2x LEDGER � �I H S41 I � r <br /> I I� m -B NDL m �a a � <br /> I �' � S U D S P � c� <br /> P6 �� � A OVE � _ � � <br /> a �` I � <br /> �--' � �i � � i �- - <br /> � �. �, ,� � <br /> . ; u: , i i � � � � <br /> � , � � <br /> JACK i ��`' II I � <br /> TRUSSES- � �1 � , � 3 � <br /> I � � a <br /> i �I SIM. �6 I <br /> � <br /> � � �� S9.0 � 4x4 POST w/ � � <br /> .. I <br /> -. :,: ,r � � .J,�1� �+�._ ���_ PC44 CAP L <br /> MST37 � I� � � � <br /> ---- --,___,__�-�_------- <br /> I � LVL 3Y2x1 %$ i LVL 13/ax11�/s FB O <br /> � [� ABOVE � �� � MST37 <br /> STHD14� � ; � ABOVE � - <br /> - MST37 � <br /> LVL Y2x11%8 HDR C NT. -- � 0 0 <br /> MST37 � MST37 <br /> 6 MST37 ` � 3 - --- - --- - --- - _ � 19 ABOVE � a � <br /> P6 � � � STHD14 S9�1 <br /> V <br /> �/) � <br /> 8 8 � -- -----l� ��1- — - - --- -- - � - - � � T <br /> S�•2 S12 56.1 3 2x LEDGER S6.i <br /> S9�1 HGUS412 <br /> P3 P3 STUD WALL HEIGHT 9'-1" <br /> 2X FRAMING ABOVE FIN. FLOOR <br /> ALL EXTERIOR SHEARWALLS C� 24" O.C. ALL EXTERIOR SHEARWALLS <br /> SHALL BE P6TN U.N.O. SHALL BE P6rN U.N.O. <br /> 3580 � B SECOND FLOOR SHEARWALLS 3580 � B SECOND FLOOR FRAMINC PLAN = �, <br /> ��4»_�,^�» 1/4"=1'-0" O � <br /> � L � <br /> 1 <br /> C <br /> 0 > � v <br /> SHEARWALL NOTES FLOOR FRAMINC NOTES ._ _ �, <br /> � � s y <br /> P& SHEAR WALL TYPE - SEE 14/51.1 FOR NAILING SF STRUCTURAL FASCIA (2x4) U.N.O. HANGERS INDICATED ARE SIMPSON STRONG-TIE SEE SHEETS 59.0, & S9.1 FOR TYPICAL WOOD � � � 3 <br /> FRAMING DETAILS. M �j � <br /> SHEAR WALL WITH FORCE TRANSFER FB FLUSH BEAM FLOOR SHEATHING SHALL BE AS INDICATED ON � � � <br /> P6 AROUND WINDOWS. SEE 8/S1.2 FOR SHEET S1.0. FLOOR FRAMING - 11�/s TJI 210 C� 16' OC � �� +� O <br /> DETAILS. HDR HEADER UNLESS NOTED OTHERWISE. SEE FRAMING PLAN � L Z <br /> SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYOUT & SPAGING. �' j � <br /> G7 GIRDER TRUSS DETAIL. TRIM STUD REQUIREMENTS GREATER THAN � 0 <br /> �— HD HOLDOWN TYPE - SEE 10/S1.2 FOR SCHEDULE PER 10/S9.0 ARE SHOWN ON PLAN. PLUMBING, MECHANICAL AND ELECTRICAL � � W � <br /> GLB GLU-LAMINATED BEAM SYSTEMS SHALL BE DESIGNED AND BUILT TO a � � <br /> ��� SHEAR WALL- INDICATES EXTENT OF SHEAR WALL PROVIDE. MW (2) STUDS AT BEAM AND GIRDER ACCOMMODATE 1/4" PER FLOOR WOOD � 0 <br /> � �X POST SIZE & NUMBER OF BUNDLED STUDS TRUSS BEARINGS, U.N,O. SHRINKAGE. ,� a <br /> V♦ <br /> WHERE SHEAR WALLS REC?UIRE PLYWOOD, IT SHALL BE APPLIED TO SIDE 0� <br /> STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. � <br /> 0 <br /> SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR a <br /> WALL TABLE SHEET S1.1. � <br /> � <br /> SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE � <br /> PERIMETER FOUNDATION WALL. � — <br /> � 1ob No.: 14-38 � <br /> � Sheet No.: <br /> O <br /> " A5 <br /> � <br /> ,� <br /> � <br /> .. <br /> -_- _______ — — ___ __ - IT <br />