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~~~~3-1 1/2"X9 GA. STAPLES OR3 STRONG HOLD 'U' NAILSAT EA. WIRE LOOPSTRUCTUREWIRE HANGERORBRACE(TYPICAL)STRUCTURE1/4" EYE SCREWW/ MIN. 1 1/4"PENETRATION1" MIN.4'-0" MAX.2"MAX.6" MAX.3/4" CLR.6"MIN.CONT. ALUM.SEISMIC METAL CLIPTYPECROSS RUNNER5/8 " GYP. BOARD TYP.ACOUSTICALPANELS TYP.STUD PARTITION12 GA. GALV. WIREHANGERS AT 4'-0" O.C.MAX. TYP. UP TO STRUCT.ABOVE TYP.COMPRES. STRUT. AND (4)-12 GA. LAT.BRACING WIRES SPLAYED 90 DEG.APART TYP. AT 12'-0" O.C. MAX. EA. WAYMAIN RUNNERS HEAVYDUTY TYPE AT 4'-0" O.C.MAX. TYP.12 GA. GALV. WIRE HANGERS AT 4'-0" O.C.MAX. TYP. UP TO STRUCT. ABOVE TYP.NOTE:SUSPEND ACOUSTIC CLG. SYSTEM FROM STRUCTURE ABOVE AS FOLLOWS:FROM WOOD STRUCT.:#10 CLOSED EYE SCREW. FROM STL PURLINS: 'HILTI' CC27/DN22 COMBINATION CLG.CLIPS/SHOT PINS (ICC-ES #2184) OR EQ., OR CLAMP ON 'UNISTRUT' CHANNELS AT 4'-0"O.C., PARALLEL WITH MAIN RUNNERS BELOW.FROM STL. BAR JOISTS:TIE THRU BOTT. FLANGES. FROM CONC./STL. DECK OR CONC. DECK:'HILTI' TB 27 S12(ICC-ESR #2302) OR EQ.45°90°CEILING AREAS OVER 1000 SQ.FT. MUST HAVE HORIZONTAL RESTRAINT WIRES(TYPICALLY RESTRAINT WOULD CONSIST OF FOUR GAUGE WIRES SPLAYED 90 DEGREESTO EACH OTHER AND SLOPED 45 DEGREES TO THE HORIZONTAL, SPACED 12' O.C.).CEILING AREAS OVER 2500 SQ.FT. MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHTPARTITIONS.CEILING WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZE TRIM RINGS FOR SPRINKLERSAND OTHER CEILING PENETRATIONS.1.2.3.SEISMIC DESIGN CATEGORIES D, E & F COMPLY WITH ASCE 7-05 SECTION 13.5.6.2.1:IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BEATTACHED TO THE CLOSURE ANGLE.4.THE OTHER END IN EACH DIRECTION SHALL HAVE 3/4" CLEARANCE FROM THE WALL ANDSHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE OR A LISTED ASSEMBLY.5.A8.09RECESSED LIGHTFIXTURE HOUSINGCEILING GRIDMAIN RUNNER12 GAGE WIRE ATDIAGONAL CORNERS(SLACK-NO TENSION)TO STRUCTURE12 GAGE VERTICALSUSPENSION WIREAT 12'-0" O.C.E.W.CEILING GRIDMAIN RUNNER12 GAGE WIRE ATDIAGONAL CORNERS(SLACK-NO TENSION)TO STRUCTURETYP.VERTICAL HANGER:12 GAUGE GALVANIZEDWIRE HANGER WIRE AT4'-0'' O.C. MINIMUM 3FULL TURNS IN 1 1/2''AT EACH ENDCOMPRESSION STRUTS: WITH L/R RATIO OF 200 MAXIMUM, 3 5/8'' X 20 GA UNPUNCHEDMETAL STUD ATTACHED TO MAIN RUNNERS WITH 1/4'' DIA. MACHINE BOLTS & TOSTRUCTURE COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRELATERAL BRACING (4) #12 GAGALVANIZED WIRES AT 90° TO EACHOTHER SECURE TO MAIN RUNNERWITHIN 2'' OF CROSS RUNNER. MINIMUM4 FULL TURNS IN 1 1/2''AT EACH END. MAXIMUM SPACING OF 8FT. X 12 FT O.C.TYP. CROSS RUNNERS(2) 1/4'' DIA. MACHINEBOLTS, WASHERS ANDNUTS.TYP. MAIN RUNNERSACOUSTICALLAY-IN PANELSCOMPRESSION STRUTS ONLYREQUIRED IN SEISMIC ZONESCOMPRESSION STRUTS:1) 8' - ONE 3 5/8'' X 25 GA METAL STUD2) 10' - TWO 1 5/8" 25 GA METAL STUDS ORIENTEDPERPENDICULAR ( FLANGE OF ONE STUD CONNECTED TO THEWEB OF THE OTHER STUD) AND CONNECTED EVERY 12" ALONGTHEIR LENGTH.3) 15' - TWO 2 1/2" 25 GA. METAL STUDS, ORIENTED ANDCONNECTED PER ITEM 24) 20' - TWO 3 /5/8" METAL STUDS, ORIENTED ANDCONNECTED PER ITEM 245° MAX45° MAX*USE SEISMICMETAL CLIP TYPE2018 SCHUSS CLARK BRANDONARCHITECTS, INCORPORATEDcSCHUSS CLARK BRANDON ARCHITECTS, INCORPORATED, EXPRESSLY RESERVE THEIR COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT OBTAINING WRITTEN PERMISSION AND CONSENT OF SCHUSS CLARK BRANDON ARCHITECTS, INCORPORATED SHOULD UNAUTHORIZED RE-USE BY A THIRD PARTY OCCUR, SCHUSS CLARK BRANDON ARCHITECTS, INCORPORATED, SHALL BE HELD HARMLESS.biddingplan chkpermitafterDocument StatusSheet Contentissuepermitrecheckfirstplan checkissued toRevisionsSheet NumberProject:Checked by:Drawn by:Date:rechecksecondPRINTED:10408 TRINITY PKWY, STOCKTON, CA 952199/26/2018 10:55:29 AMA8.009/26/18EGJB18-442.18CONST DOCSARCHITECTURALDETAILSSCALE: 3" = 1'-0"9GRID SUSPENSIONSCALE: 3" = 1'-0"12SUSP. CLG. SEISMIC DESIGNSCALE:1 : 114SUSPENDED FIXTURESCALE: 1/2" = 1'-0"13COMPRESSION STRUT DET2SCALE: 3/8" = 1'-0"1FIGURE 1SCALE: 1/2" = 1'-0"2FIGURE 2SCALE: 1/2" = 1'-0"3FIGURE 3SCALE: 1/2" = 1'-0"4FIGURE 4SCALE: 1/2" = 1'-0"5AFIGURE 5ASCALE: 1/2" = 1'-0"5BFIGURE 5BSCALE: 1/2" = 1'-0"6AFIGURE 6ASCALE: 1/2" = 1'-0"6BFIGURE 6BSCALE: 1/2" = 1'-0"7FIGURE 7SCALE: 1/8" = 1'-0"8FIGURE 8