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COPYRIGHT IyOTICE <br /> THIS DOCU�ENT AND THE INFORHIATION <br /> HEREIN RELATING TO THE PROJECT ARE <br /> AN �NSTRUMENT OF SERVICE At�D THE <br /> COPYRIGHTED PROPERTY OF BOTESCH, <br /> NASH AND NALL ARCHITECTS, P.S. NO <br /> PART HEREOF SHALL BE COPIED, <br /> DUPLICATED, DISTRIBUTED, DISCLOSED OR <br /> EXISTING MADE AVAILABLE TO OTHERS OR USED TO <br /> ANY EXTEtyT wHATSOEVER, EXCEPT AS <br /> CE I L I NG EXPRESSLY AUTHORIZED IN 'NRITING BY <br /> BOTESCH, NASH AND HALL ARCHITECTS, <br /> DIAGONAL 25 GA. BkACING � <br /> a co <br /> . ALTEI�NATING AT 48" O.C, o � <br /> SECUI�ED TO TOP' OF WALL � <br /> AND STf�UCTUkE ABOVE <br /> � <br /> N z <br /> Z Z o <br /> O o v' <br /> N � w <br /> � <br /> � U � <br /> WALL TYP'E PER P'LAN � o � <br /> w <br /> - � <br /> � NEW � . <br /> r COUNTER� �w <br /> _ <br /> V <br /> N <br /> = Y a <br /> � � <br /> Q <br /> Z � <br /> }— LL' <br /> W = �- <br /> � � <br /> FINISN FLOOR� t�EI� P�LAN � o� <br /> N r� <br /> � �� <br /> Q N <br /> � • �� <br /> � � �N � <br /> � � � N <br /> N� <br /> > <br /> w � W X <br /> � KEYHOLE PORTAL 3 WALL. BRACING DETAIL � � • ; <br /> 1/2" ■ 1'-0" 1 1/2" a 1'-0' d� +� o <br /> � � o� <br /> p � �o <br /> � Q ��� <br /> cn�, <br /> :N <br /> � I <br /> >,� <br /> Q N <br /> cn�f- <br /> u � <br /> 40" 1/2 � o <br /> 6 � � • <br /> 8" MAX. ±10" MAX. � Q- <br /> 5/S" GWE� EA. SIDE s �� <br /> N I— <br /> � <br /> 12�� <br /> METAL �TUD NEADEt�. WALL TYP'E PER P'LAN, <br /> MAX. NEAVY DUTY WIF�E <br /> SUP'P'Ot�T SYSTEM <br /> N,M. FRAME PEf� SCNEDULE P'Ea MANUFACTU�Et�'S <br /> kECOMMENDATIONS <br /> SUSP'ENDED CEILING � <br /> �� Gi�ID P'ER� F�LANS W <br /> 3/4 CLEAf� � <br /> E � . <br /> 24" _ _ <br /> ao n � <br /> _ � � <br /> i' � � <br /> � q2" � � <br /> STABILIZEi� STI�UT TO KEEP <br /> _ 0 STUD CLIP' ANCNOR' - TYP'. 2" P'ERIMETER COMP'ONENTS � � <br /> � � � � FaOM SP'aEADING AP'AaT � � <br /> I" x 2" ANGLE P'E(� CODE. � w � <br /> ATTACN P'ER MANUFACTUf�Ei�'S � �, � <br /> DOOk pER' SCNEDULE SF'ECIFICATIONS. � � � <br /> 18 RIGIDLY ATTACN TEE AND ANGLE � � � ' <br /> A I � ON TWO ADJACENT SIDES. t1 � <br /> ON TWO OTHEk SIDES, `'� � <br /> BEAR� TEE ON ANGLE � � <br /> WITH NO CONNECTION -� � � <br /> SLIP' CONNEGTION ONLY. � <br /> � � <br /> CE) TOILET' ROOM INTERIOR ELEVAI'IONS HOL�.OW METAL INT'ERIOR DOOF� HEAD SUSPENDED CEILING GRID EDGE CONDITION � � � <br /> 8 u2• = r-o• � s, . �._o, 2 s. , �._o. Z <br /> � � <br /> � � � <br /> NANGEI�S TO BE #12 GA GALV LATEt�AL FORCE Bt�ACINGS-4 N0. 12-GA WIRES, � � � • <br /> SOFT-ANNEALED MILD STEEL WIf�E SpLAYED Al' q0° FkOM EACN OTNER'. <br /> AT 4'-0"OC AND MAX 8" Ff�OM END SLOP'ED AT A MAX. OF 45° FROM TNE P'LANE <br /> q��� WALLS - ATTACNED W/ MIN (3)TURNS OF TNE CEILING, CONNECTED TO MAIN I�UNNER'S <br /> TO WITNIN 2" OF INTEf�SECTIONS WITN GROSS (�UNNERS 3��s <br /> CEILING SUSP'ENSION MEMBERS AND LOCATED A MAXIMUM OF 12'-0" � REGISTERED <br /> AND TO Yq" x 3'� LAG INTO BOT EDGE OF IN BOTH DIRECTIONS AND ARCHITECT <br /> ROOF JOIST. WNEf�E WIRE5 Af�E A MAXIMUM OF 6'-0" FR'OM EACN WAL . <br /> 12�� N.M. FR�AME pEC� SCNEDULE SP'LAYED ANDREW M A <br /> t"IOi�'E TNAN i IN 6 OUT OF P'LUMB, STATE OF WASHINGTON <br /> MAX. PF�OVIDE CDUNTEF� SLOP'ING WI(�ES <br /> UNISTR'UT METAL STUD <br /> STUD GLIp ANCNOt� (TYF�.) OR' STEEL L COMP'R'ES�ION F�� ,.=� JOB NUMIBER , <br /> 2�� STI�UT AT ALL SP'LAY WII�E ; ; 45� i$_�� <br /> �' � LOCA710N � � (TYP') <br /> � � DATE <br /> z �� ' ����1� <br /> ; <br /> � D00� F"ER� SCNEDULE ' <br /> 24�� _ � DRAy�N BY <br /> � i o o �� <br /> _ <br /> CHECKED BY <br /> o ���`i <br /> I <br /> �� <br /> u �� 0 <br /> 4 <br /> 2 <br /> i <br /> � #6 STSM SCRE i�' �,i � � SHEET TITLE <br /> o ; � (4) TIGNT TUR'NS (TYP) <br /> m m m � ' � � <br /> � � a � <br /> ' CI�OSS TEE <br /> �' pEl'�iL� <br /> MAIN TE ' A � <br /> METAL STUD WALL, SEE ,,,-�� �"��� <br /> WALL TYP'E F01� STUD WIDTN � ; � ��;����JL�� <br /> O �f,V.�i <br /> Q � /, <br /> �a„ 5/8" GWB EA. SIDE o <br /> A � TIYP�MFOR' ALL <br /> BI�ACE WIkES SHEET NUMBER <br /> � 6" (MAX) <br /> cE) TOILET ROOM INTERIOR ELEVATIONS HOLLOW M�TAL FRAM� INTERIOR DOOR JAMB CEILING SEISMIC BRACE DE�A • W <br /> 7 �i2• • r-o• 4 a• . 1�-0• � � ,i2• . r-o• I L J . <br /> � <br /> � <br />