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COPYRIGHT NOTICE <br /> THIS DOCUMENT AND THE INFORMATION <br /> HEREIN RELATING TO THE PROJECT ARE <br /> AN INSTRUMENT OF SERVICE AND THE <br /> COPYRIGHTED PROPERTY OF BOTESCH, <br /> NASH AND HALL ARCHITECTS,P.S.NO <br /> PART HEREOF SHALL BE COPIED, <br /> DUPLICATED,DISTRIBUTED,DISCLOSED OR <br /> MADE AVAILABLE TO OTHERS OR USED TO <br /> YDIAGONAL 25 GA. BRACING EXPRESSLYTAUTHORIZED WHATSOEVEEXCEPT WRITINGAS BY <br /> ALTERNATING AT 48" O.C. BOTESCH,NASH AND HALL ARCHITECTS, <br /> \ El= SECURED TO TOP OF WALL <br /> II AND STRUCTURE ABOVE <br /> lo <br /> 0 <br /> \ uuunuunnuunnnnnnmmnnnunnn <br /> cn <br /> CO <br /> z <br /> 0 0 <br /> WALL TYPE PER PLAN �? <br /> w cr w <br /> J O <br /> D <br /> 0 <br /> W <br /> 2 ^ ct <br /> Z v ct <br /> 1x4 CAP ac <br /> w <br /> a_ <br /> \ 3/4" PLYWOOD FINISH FLOOR PER PLAN <br /> r1 1x3 TRIM = o, <br /> Ix TRIM 1 1:- .. • -N <br /> COV) _~ 1 <br /> Cd L. <br /> CL. °J N <br /> FROSTED, PLEXI GLASS PANEL Z (J) w a <br /> ()WALL <br /> BRACING DETAIL U • <br /> 1 1/2"•1'-0" CO o <br /> % 0 LE O1 <br /> O ° N O <br /> % I <br /> lx TRIM CO Q a; <br /> ,, <br /> Cll 1 <br /> i MIMI= Lg <br /> \ \ (0' <br /> aa, <br /> b o <br /> it ; / 8" MAX, / t10" S <br /> MAX, N <br /> n 6" WOOD TRIM N, <br /> WALL TYPE PER PLAN. <br /> Ix TRIM <br /> / HEAVY DUTY WIRE 0 <br /> J f SUPPORT SYSTEM z <br /> PER MANUFACTURER'S <br /> 0 RECOMMENDATIONS U <br /> SUSPENDED CEILING <br /> 3/4°CLEAR GRID PER PLANS z <br /> III 5/8' TYPE 'X' GYP. BOARD v4. <br /> 5/8" TYPE 'X' GYP. BOARD S <br /> TYP. EACH SIDE TYP. EACH SIDE - FROSTED, PLEXI GLASS PANEL I ~ <br /> < <br /> 44 SOUND ATENUATION BATTS 0 <br /> ►� <br /> TO FILL WALL CAVITY <br /> 3-5/8" METAL STUDS �� <br /> AT 16"O.C. STABILIZER STRUT TO KEEP <br /> ►� 3-5/8" METAL STUDS PERIMETER COMPONENTS � 4 <br /> 0.1. <br /> AT 16"O,C. FROM SPREADING APART 0 <br /> C <br /> I USE WATER RESISTANTU <br /> V— USE WATER RESISTANT lx TRIM ANGLE PER CODE. <br /> GYP. BD. IN MOISTURE ►� GYP, BD. IN MOISTURE ' <br /> PRONE AREAS PRONE AREAS SPECIFICATIONSANUFACTURER 5 t® <br /> o r,, 3/4" PLYWOOD Z <br /> r4' 3/4" <br /> RIGIDLY ATTACH TEE AND ANGLE <br /> TON TWO ADJACENT SIDES. <br /> 0011 <br /> METAL STUDS 3 5/8" METAL STUDS 6 WOOD BASE ON TWO OTHER SIDES, 1 <br /> ®3-5/8" <br /> r•r-o. Al1,•1'-0, .741. <br /> R BEAR TEE ON ANGLE <br /> \ \ WITH NO CONNECTION m { t® <br /> SLIP CONNECTION ONLY. 0 O C <br /> (2) LAYERS 5/8" TYPE 'X' 14 *FLO <br /> GYP. BOARDDIVIDER WALL DETAIL TYP, SUSPENDED CEILING GRID EDGE CONDITION5/8 TYPE X GYP. BOARD 5 2 Q[ <br /> III 00. <br /> � 5/8" TYPE 'X'GYP. BOARD 1 1/2"■1'-0" 3"■1'-0" Loa <br /> ;1, 5 <br /> ►� SOUND ATENUATION BATTS As.0 HANGERS TO BE 512 GA GALV LATERAL FORCE BRACINGS-4 NO. 12-GA WIRES, 0 <br /> ►� TO FILL WALL CAVITY SOFT-ANNEALED MILD STEEL WIRE SPLAYED AT 90° FROM EACH OTHER. U <br /> INTERIOR ROOM Ste 12" / 12" / 24" / AT 4'-O'OC AND MAX 8" FROM END SLOPED AT A MAX. OF 45' FROM THE PLANE <br /> " �7 3-5/8 METAL STUDS 1 WALLS - ATTACHED W/ MIN (3)TURNS OF THE CEILING, CONNECTED TO MAIN RUNNERS <br /> 3-5/8 METAL STUDS ►- TO WITHIN 2" OF INTERSECTIONS WITH CROSS RUNNERS <br /> AT 16" O.C. , AT 16"O.C. \ CEILING SUSPENSION MEMBERS AND LOCATED A MAXIMUM OF 12'-0" 3776 <br /> W.11 <br /> AND TO Y4" x 3" LAG INTO BOT EDGE OF IN BOTH DIRECTIONS AND <br /> I <br /> P� USE WATER RESISTANT �� USE GYP. ATE IN MOISTURE ROOF JOIST. WHERE WIRES ARE A MAXIMUM OF b'-0° FROM EACH WALL. \.......') ARCHITECT <br /> GYP, BD. IN MOISTURE �� SPLAYED <br /> PRONE AREAS PRONE AREAS MORE THAN 1 IN 6 OUT OF PLUMB,Iv <br /> PROVIDE COUNTER SLOPING WIRES NDREW M�- <br /> c' STATE OF WASHINGTON <br /> 3-5/8" METAL STUDS 3-5/8" METAL STUDS UNISTRUT METAL STUD <br /> Or■1'-0" Or■1'-0" P-LAM OR STEEL L COMPRESSION /� <br /> COUNTERTOP STRUT AT ALL SPLAY WIRE 45° <br /> LOCATIONS (TYP) JOB NUMBER <br /> :..7.Y:.:..............:., \ / 14-104 <br /> .riiiiiiiiiiiiiiii,. is <br /> ' TACKABLE DATE <br /> SURFACE _ o <br /> (2) LAYERS 5/8" TYPE 'X' v ,t,----C---) <br /> 12-22-14 <br /> i I DRAWN BY <br /> CR <br /> GYP. BOARD TYP. EACH <br /> SIDE P-LAM <br /> COUNTERTOP ;;\ <br /> I CHECKED BY <br /> 3/4" REVEAL '` '�' 4S <br /> 56 STSM SCREW 4I s <br /> 0 (4) TIGHT TURNS (TYP) <br /> . ' SHEET TITLE <br /> 3-5/8" METAL STUDS 0 011, 0 CROSS TEE <br /> At ib"D.C. <br /> (2) LAYERS PLYWOOD MAIN TEE <br /> WITH P-LAM s <br /> I <br /> Pi USE WATER RESISTANT _ o ` DETAILS <br /> GYP. BD, IN MOISTURE o <br /> PRONE AREAS REMOVABLE 1/2" PLYWOOD "' • <br /> WITH P-LAM. USE S.S. SCREWS o 2" <br /> 1 AND GROMMETS. (MAX) <br /> 1x6 WOOD BASE 11 's TYP FOR ALL <br /> 3-5/8" METAL STUDS (2HR. WALL) (STAINED) , <br /> • PANELS NOT TO EXCEED 3 WIDE. BRACE WIRES <br /> Or•1'-0, I <br /> b' (MAX) <br /> SHEET NUMBER <br /> �► , \ F- <br /> LU <br /> um RUBBER BASE <br /> A8•O (4 <br /> WALL TYPES DESK DETAIL OF1/2"EILING SEISMIC BRACE DETAIL <br /> 6 4 T■1'-0" •1•-0" <br /> CC <br /> 1330 Rockefeller Ave—PRMC—Anti-Coagulation Clinic—B1412-033 LU <br /> , <br />