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NANGER'S TO BE #12 GA GALV LATEI�AL FOF�CE BI�ACINGS-4 N0. 12-GA WIRES, <br /> COPYRIGHT NOTICE <br /> SF�LAYED AT q0' Ft�OM EACH OTHER'. THIS DOCU�ENT AND THE INFORIvIATION <br /> SOFT-ANNEALED MILD STEEL WIR'E HEREIN RELATING TO THE PROJECT ARE <br /> AT 4'-0"OG AND MAX 8° FR'OM END SLOP'ED AT A MAX. OF 45' FROM TNE P'LANE AN �NSTRU�ENT OF SERV�CE AND THE <br /> WALLS - ATTAGNED W/ MIN (3)TUFcNS OF TNE CEILING CONNECTED TO MAIN kUNNER'S COPYRIGHTED PROPERTY OF BOTESCH, <br /> � NASH At�D HALL ARCHITECTS, P.S. NO <br /> WITHIN 2�� OF INTEf�SECTIONS WITN Cf�OSS RUNNERS PART HEREOF SHALL BE COPIED, <br /> TO DUPLICATED, DISTRIBUTED, DISCLOSED OR <br /> CEILING SUSP'ENSION MEMBERS AND LOCATED A MAXIMUM OF 12'-O�� �DE AVaL/+BLE TO OTHERS OR USED TO <br /> AND TD Y4" x 3" LAG INTO BOT EDGE OF IN BOTH DIkEGTIONS AND ANY EXTENT wHATSOEVER, ExcEPT as r <br /> EXPRESSLY AUTHORIZED IN 'NRITING BY ;: r; <br /> k00F JOIST. WHERE WIt�ES ARE A MAXIMUM OF 6'-0" FROM EACN WAL . BOTESCH, NASH AND HALL ARCHITECTS, , <br /> SPLAYED <br /> MOR'E TNAN 1 IN 6 OUT OF P'LUMB, <br /> P'I�OVIDE CDUNTEt� SLOP'ING WIRES Q �� <br /> 0 <br /> UNISTt�UT METAL STUD <br /> OR� STEEL L COMP'R'ESSION �� ,--� <br /> STRUT AT ALL SPLAY WIRE 45° <br /> ! <br /> LOCATION ' (TYP) <br /> � <br /> ; <br /> t <br /> 1,` t/') Z ' <br /> I Z <br /> i � o <br /> I I O � � , <br /> I I <br /> � � � v :v <br /> ; � � -� <br /> W cn <br /> `�, <br /> � o ��,x� , <br /> I <br /> #b STSM SCRE ' o • <br /> ' 0 <br /> (4) TIGNT TUkNS (TYP') <br /> o Y <br /> � � 0 0 � <br /> =; caoss -rEe � <br /> MAIN TE � <br /> i , <br /> . <br /> O O .L��� � ' . <br /> O 'i <br /> i <br /> � <br /> O �� <br /> 2" (MAX) = N� , <br /> TYP' FOR' ALL o� o� <br /> BkACE WIRES . �,`r", # <br /> N <br /> 6" (MAX) � � �N <br /> Z °'� ' <br /> > <br /> � wo . <br /> 3 CEILING SEISMIC BRACE DETAIL � � • . <br /> > >i2• . r-o• m +' �� <br /> � � <br /> � <br /> o � �o <br /> m Q �;� <br /> � <br /> :� <br /> � � <br /> Q N , <br /> a�i�' <br /> � � � , <br /> a � <br /> O o <br /> � <br /> � Q <br /> � N � <br /> I� � • <br /> N I— <br /> '� <br /> ;;} ,, <br /> :9£; <br /> W <br /> u � r . <br /> � (� � , <br /> J � N <br /> U � � <br /> W W � n. <br /> � � � <br /> � � �- <br /> Z � f— <br /> � � � . <br /> � N W <br /> -� � � . <br /> � M W <br /> 3x12 BULLNOSE TILE P'Et� SGNEDULE 3"6 <br /> � REGISTERED <br /> ARCHITECT <br /> WALL TILE P'ER' SCHEDULE <br /> ANDREW M A <br /> STATE OF WASHINGTON <br /> .,�„ <br /> ;;=E. , <br /> EXISTING WALL <br /> JOB NUMBER <br /> W—�9� <br /> COATED GLA55 MAT WATEI� RESISTANT oATE • <br /> GYP'SUM BACKER BOAI�D ������a'1� <br /> WALL TILE I�Ek SCHEDULE oRAwrv BY <br /> GF�OUT CHECKED BY <br /> �H <br /> Df�T-SET OR LATEX P'ORTLAND CEMENT <br /> MORTAR 01� Ot�GANIC ADNESIVE BOND <br /> SHEET TITLE ' <br /> COVE TILE PER SCNEDULE , <br /> GaouT [�ETI�IL� , <br /> FLOOt� TILE PE(� SCNEDULE " <br /> TNIN SET <br /> � . ' � Q ' SHEET NUMBE <br /> . 4 p <br /> � Q p. � H <br /> W �- <br /> � . <br /> EXISTING CONCt�ETE SLAB ON GI�ADE � ■ � F, `�'41'�* <br /> 1 TILE WAIN SCOT � <br /> - 3 ■ 1 0 <br /> W <br /> � ' <br />