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k a I <br />�RTITION, AS OCCURS <br />ALL ANGLE MOLDING, HEMMED EDGE <br />JHITE) 7/8" X 713", ARMSTRONG #7$00 <br />�MSTRONG BERC2 SEISMIC CLIP <br />3RFW NO I TIGHTENED THROUGH <br />JNNER TO PROVIDE EXPANSION <br />OVEMENT FROM WALL MOLDING <br />�LG LINE <br />HERE ANGLE MOLDING CHANGES <br />RECTION & THE PARTITION CONTINUES <br />A STRIGHT LINE, ADD A STRIP OF <br />DLDING FROM THE CHANGE IN <br />RECTION IN LINE WITH THE WALL, TO <br />iE NEAREST CEILING GRID BEYOND. <br />PARTITION, AS OCCURS <br />'NALL ANGLE MOLDING, HEMMED EDGE <br />WHITE) 7l3" X 7/8", ARMSTRONG #7300 <br />\RMSTRONG BERC2 SEISMIC CLIP <br />SCREW TIGHTENED THROUGH RUNNER <br />NEB RESTRICTING SEPARATION FROM <br />MALL MOLDING <br />\RWTRONG SEISMIC RX <br />SUSPENSION SYSTEM, <br />CC-ESR-1308 <br />CLG LINE m <br />ADHERE ANGLE MOLDING CHANGES <br />ARECTION & THE PARTITION CONTINUES <br />N A STRIGHT LINE, ADD A STRIP OF <br />HOLDING FROM THE CHANGE IN <br />ARECI ION IN LINE WITH THE WALL, TO <br />-HE NEAREST CEILING GRID BEYOND, <br />ATTACHED CEILING <br />SCALE: 3 - 14" <br />14 <br />4-WAY SEISMIC <br />SEPARATION JOINT CLIP <br />1" MIN GAP IN MAIN TEE <br />c� <br />ry <br />ui <br />0 <br />co <br />CD <br />C.5 <br />t`J <br />16 GA. METAL TRACK <br />CONDUIT <br />ACOU <br />CEILING <br />CLIP ATT/ <br />WI <br />APPL <br />PROTOCOLB <br />CEILI <br />CEILIN <br />SUSP <br />ACOUSTI <br />STRUCTURE A€ <br />SCHEDULE DF <br />CEILING GRID <br />TELEIDATA RE <br />AS PER P/C PI <br />CLIP ATTACHt <br />ANGLE CLIP -PINNED TO <br />CEILING <br />STRUCTURE & BOLTED TO <br />VERTICAL COMPRESSION <br />BRACE <br />VERTICAL <br />COMPRESSION BRACE <br />MADE FROM .055 STEEL <br />TUBING <br />12 GA. BRACE WIRES AT <br />45' IN FOUR DIRECTIONS <br />- WIRES TIED TO GRID <br />SELF TAPPING <br />DRIVE SCREW 8" X <br />0 Oa 0 0 <br />SPRING CLIP .035 <br />SPRING STEEL <br />STRUCTURE ABOVE <br />12 GA, <br />VERTICAL WIRE <br />HANGER <br />CEILING CLIP ON END OF <br />LAY -IN LIGHT TYPICAL 12 GAUGE <br />FIXTURE HANGER WIRE <br />HEAVY DUTY <br />MAIN RUNNER <br />ATTACH FIXTURE HOUSING <br />TO CEILING SYSTEM WITH <br />ACOUSTICAL SELF TAPPING METAL <br />CEILING PANEL HEAVY DUTY SCREWS ONE AT EACH <br />CROSS <br />� RUNNERS CORNER <br />WIRELESS APPLICATION <br />PROTOCOL <br />NOTE: <br />LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CiSCA GUIDELINES <br />GYPSUM BOARD FOR SEISMIC RESTRAINT REQUIREMENTS WHERE LOADS ARE LESS THAN 5# PER FOOT AND <br />NOT SUPPORTING INTERIOR PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR <br />No 12 GAUGE WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 45 <br />DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL <br />BE IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4'-0" FROM WALL. ATTACHMENT OF <br />THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD <br />IMPOSED. INSTALL TWO ADDITIONAL WIRES AT OPPOSITE CORNERS (MAYBE SLACK) OF <br />LIGHT FIXTURE HOUSING ADDITIONAL WIRES AT OPPOSITE CORNERS (MAY BE SLACK) OF <br />3/8" MIN. CLR. <br />CROSS <br />OR MAIN RUNNER <br />COMPRESSION STRUT I <br />f <br />(D SCHEDULED CEILING <br />SYSTEM <br />NOTES: <br />1. TIE ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. <br />2. INSTALL CEILING GRID USING NO. 12 GA. SPLAY WIRE HANGERS AT 45, 90 DEGREES TO <br />EACH OTHER (4 WIRES) BEGINNING 4' 0" FROMM STARTING POINT OF GRID AND TILE LAYOUT <br />AND IN BOTH DIRECTIONS AT 12' 0" THEREAFTER. <br />III15 <br />5 { <br />e ` <br />t gp ` r <br />z 4 <br />x e <br />j <br />t ' a, <br />Y <br />a <br />a <br />12 GA. SPLAY WIRE <br />STABILIZER BAR <br />�— #12 GA <br />VERTICAL WIRE � <br />\ ` ACOUSI <br />PANEL CE <br />H EAVY4 <br />I SUSPENSION <br />L 3/3" REVEAL WALL ARWT ONE <br />AT PER <br />ANGLE, TYP. <br />ATTACHED WALL <br />2 112" X 20 GA. METAL <br />STUD DIAGONAL BRACING <br />43" O.C. TO UNDERSIDE <br />OF STRUCTURE ABOVE, <br />(4) #3 SMS - TYP. <br />(2) #3 SMS <br />WALL - TYP. <br />+ + <br />-f_� <br />1 <br />;.I A I <br />UNDERSIDE OF <br />STRUCTURE <br />1" 'Z'-CLIPS <br />CONT. MTL. STUD TRACK <br />4" STUD BRACES AT 48" O.C. <br />METAL STUDS ATTACH <br />TO STRUCTURE ABOVE <br />SCHEDULED CEILING - <br />SEE RCP <br />SHADOW MOLDING AS SPECIFIED <br />CONT. METAL STUD TRACK <br />r'r)Pkir-Q Penn TVD <br />F_RSIDE OF <br />JCTURE <br />-CLIPS <br />T. MTL. STUD TRACK <br />•UD BRACES AT 48" O.C. <br />AL STUDS ATTACH <br />TRUCTURE ABOVE <br />TWO 12 GA. SPLAY <br />WIRES AT 45' <br />PARALLEL TO CROSS <br />TEES <br />LOCKING CROSS <br />TEES AT 4' 0" O.C. <br />TYP � 44�X� <br />1 1/2" CHANNEL AT 12'=0" <br />Q.C. <br />EACH DIRECTION FOR <br />LATERAL BRACE <br />2 GA. HANGER WIRE <br />WAY 45 DEGREE 12 GA. <br />/IRE BRACING AT EACH <br />ATERAL BRACING <br />HANNEL <br />ANGLE CLIP- PINNED TO <br />CEILING STRUCTURE AND <br />BOLTED TO VERTICAL <br />COMPRESSION BRACE <br />w <br />TWO 12 GA. SPLAY <br />WIRES AT 45' <br />PARALLEL TO MAIN TEES <br />r <br />I Al IIEE 1, <br />JLL Third Party Project Management <br />800 5th Avenue <br />Seattle, WA 98104 <br />Contact: Jim Foster <br />jim.fioster c� am.jll.corn <br />Tel 206.375.4788 <br />0 Date Description <br />03/19/2021 ISSUE FOR PERMIT <br />Scale <br />S indicated <br />NRCHMSCT <br />0 2021 Gensler <br />