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WEIBLE <br /> ` -� � 9 � � — ; STATE OF WASHINGTON <br /> � \ `�� S9.0 6x6 OS � N ► <br /> `- W/ CE � � <br /> OO o � � <br /> - - - - - - - - �- . <br /> �, � _� <br /> = GL 5 10Y2 HDR � � � � <br /> � j ` � <br /> • X ' a o 2x LEDGER � <br /> � � � <br /> N � � _ <br /> ^ � .� <br /> � `} � � � � � <br /> Q 1 cN I '� <br /> � � � 4 <br /> � o ( I <br /> X vj <br /> `t c a <br /> �6 � SL 3/4x19�! F � <br /> _ � <br /> �N `j <br /> > ' � W •�! Z <br /> _ I � <br /> d N <br /> � W <br /> � � ' � d' d <br /> - I �> � � � �'' L <br /> _ j 1 � Z � . <br /> _ `�, Q I � x O .... <br /> ' z � f � Q o <br /> � � � I � � � <br /> = I — <br /> v ' � L 3Y2 11%s F8 O STHD74RJ � <br /> - '} - - - o <br /> � O � � � N <br /> �o — — — �� � o d s <br /> g � *- Q, <br /> T � a0 P6 � �`' <br /> oa S9.0 I X >- <br /> x I N o <br /> N � THD1 RJ D1 J i v o � <br /> STHD14RJ " �2� H� � � � <br /> �: , �< � � � z <br /> �— ���'' ' X <br /> P4 3 P4 � ^ <br /> � � <br /> � S9.0 � � <br /> � � � <br /> � o r <br /> � ' <br /> I � � � <br /> z a t0 <br /> � ' � � � � <br /> S9.Q 9 � N � � <br /> � GUS 12 9.0 I ``� <br /> rQ , _ Gt� 6� 18 D _ - - - • _ � <br /> - - - - - - - - - - - - <br /> i --- 2) 28HR L 51' 9Yz DR r � � � � <br /> TRUSSES t�? 24" O.C. � � - �THD14 � � �- <br /> � ' H S41 � �� o � <br /> 8 NDL � M <br /> � i � S DS � P � o . <br /> P6� � � A OVE � �� � <br /> ' ■� <br /> , I � � � m � s <br /> � � � � ; � <br /> � <br /> � � � �' � � m <br /> 2x LEDGER � � ' � � 3 = <br /> I � � �' � 6 � <br /> � 1 S�M. ,6 � '� � o <br /> j I S9.0 �� PC44 �AP W/ <br /> � `� � _ :a ------�----------- � � <br /> ABOVE VL Yzx1 's I LVL 1�4x1 i�/a FB � � <br /> ❑ � i `� �� �sr3� - <br /> • STHDh4 `"' � ABOVE � � <br /> � < L 3Yvc1 � HDR C NT. � � 2xLEDGER �9 MST37 � � �- <br /> � MST37 MST37 � _ _ � _ � � -�- - - ABOVE <br /> ' P6 MST37 P6 1 - 3 - � N 11 <br /> THD14 S9.1 <br /> ._ - - -- -- - � <br /> 8 g 18 HGUS492 — --- — --- -- -- 18 r' <br /> - 57.2 g�,2 S6.1 3 2x LEDGER 56.1 <br /> S9.1 HGUS412 <br /> P3 P3 STUD WALL, HElGHT 9'-1" <br /> 1RUSSES � 24" O.C, ABOVE FIN. E[�OOR <br /> ALL EXTERIOR SHEARWALLS ALt EX7ERIOR SHEARWALLS <br /> SHALL B� P6TN U.N.O. SNAI�L BE P6TN U.N.O. <br /> � <br /> 35 "� SECOND FLOOR SHEARWALLS 35 " SE�OND FLUOR FRAMING PLAN = _ <br /> 1/4�T1'—Q» 1/4„�1'—Q„ � � <br /> („� � �. <br /> _ <br /> � � � � <br /> S H EARWALL N 4T � S FLOO R FR. AMI N G N O � ES .- � � <br /> � � � � <br /> P6 SHEAR WALL TYPE � SEE �4/S1.1 FOR NAILfNG SF STRUCTURAL FASClA (2x4) U.N.Q. HANGERS lND1CATED ARE SIMPSON STRONG—TlE SEE SHEETS S9.0, & S9.7 FOR TYP(CAL WOOD � � ,� � <br /> FRAM(NG DETAILS. � <br /> FB FLUSH BEAM FLOOR SHEATHING SHALL BE AS fNDlCA7ED ON N > � <br /> P6 SHEAR WALL WlTH FORCE TRANSFER � � � .� �+ O <br /> . AROUND t�ViNDOWS. SEE 8 S1.2 FOR SH�ET S1.0. FLOOR FRAMING — 11/s TJa 210 � �6 OC <br /> - t I HDR HEADER UNLESS NOTED OTHERWISE. SEE FRAMWG PL,A1V � i z <br /> DETAILS. SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYQUT & SP�CING. � d � <br /> GT GIRDER TRUSS DETAlL. TRIM SND REQUIREMENTS GREATER TNAN MECHANICAL AND ELEGTRICAL � s W � <br /> - �— HD HOLDOWN 7YPE — SEE �0/S1.2 FOR S�HEDULE PER 10/S9.0 ARE SHOWN ON PLAN. PLUMBING, <br /> GLB GLU—LAMINATED BEAM SYSTEMS SHALL 8E QESIGNED ANQ BUILT TO � � A <br /> SHEAR WALL— INDICATE� EXTENT QF SHEAR WALL PROVIpE MIN (2) STUDS AT BEAM AND GiRDER ACCOMMODATE 1/4" PER FLOOR WOOD � <br /> � O POST SIZE & NUMBER OF Bllt�DLED SNDS 1RUSS �EARINGS, U.N.O. SHRINKAGE. .� Q,. <br /> v� <br /> WHERE SHEAR WALLS REQUIRE PLYWOOQ, IT SNALL $E APPLIED TO SaDF OF <br /> STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATN OPENINGS. � <br /> 0 <br /> U <br /> SOME PLYWQOD SHEAR WALI.S MAY REQUlRE 3 x 4 STUpS. SEE SHEAR � <br /> � <br /> WALL TABLE SHEET 51.1. � <br /> 0 <br /> SHEAR WALLS CALLED OUT QN THE PLANS SHALL. EXTEND TO THE o0 <br /> PERIMETER FOUNQATION WALL. �' <br /> g 1ob No.: 14-38 � <br /> � <br /> � Sheet No.: � <br /> s <br /> , N <br /> � <br /> d <br /> - = 2 <br />