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COMPRESSION STRUTS <br />AND LATERAL BRACING <br />c=, TO BE LOCATED 6-0" <br />z MAX E.W. FROM WALLS <br />AND DISCONTINUOUS <br />CEILING SURFACES <br />CENTER SMALL <br />PENETRATIONS WITHIN <br />THE CEILING GRID; <br />EVENLY SPACE <br />MULTIPLE <br />PENETRATIONS <br />WITHIN A SINGLE GRID <br />MODULE <br />"HEAVY-DUTY" CEILING J <br />SUPPORT SYSTEM J <br />SIMILAR TO <br />ARMSTRONG SEISMIC <br />RX FOR SEISMIC DESIGN w <br />CATEGORY'D, E, OR F' <br />PER IBC 1613.1 <br />OFF MODULE MAIN <br />BEAMS TO USE STAC <br />CLIP <br />BI <br />B <br />B <br />B <br />B <br />B <br />B <br />BI <br />I B <br />B! <br />B <br />B <br />B <br />I <br />I <br />Ll <br />-- <br />j <br />I <br />- <br />LI <br />14�L <br />— <br />BtP <br />B <br />- <br />A <br />T1� <br />B/ <br />B/P <br />BJP-- <br />B/R <br />BfP­ <br />/P <br />- <br />- <br />- <br />-- <br />X, <br />- <br />- <br />--I- . <br />I <br />I - <br />- I- <br />I <br />I <br />- <br />Ll <br />- <br />Ll <br />- <br />� <br />_fpoBYP <br />L1 <br />- <br />L1 <br />BE!B� <br />B� <br />B <br />NO.9 GA. LATERAL SUPPORT WIRE AT — <br />CENTER ENDS OF EA. FIXTURE. FIXTURE <br />SUPPORT WIRE SUPPLIED BY CEILING <br />CONTRACTOR c\ <br />8" SRMSTRONG SEISMIC RX <br />1 PERIMETER CLOSURE AT <br />g 2 SEISMIC CATEGORY C, D,E, F <br />2 SEISMIC JOINTS WHERE <br />REQUIRED TO LIMIT CEILING <br />1 9'2 AREAS TO 2500 SF <br />3 COMPRESSION STRUTS AND <br />LATERAL BRACING WHERE <br />19.2 CEILING AREA > 144 SF <br />4 12 GA VERTICAL HANGER WIRES <br />TO CEILING GRID MAIN BEAMS AT <br />I-9.2 4'-0" O.C. EACH WAY WITH 3 <br />TIGHT WRAPS <br />t� <br />w <br />X <br />U <br />CEILING GRID FIXTURE BRACING <br />5 AT ELECTRICAL AND <br />I-9.2 MECHANICAL FIXTURES <br />,,-'\ 60' MAX. TYP. <br />0 45° <br />r <br />P; <br />DIAGRAM <br />LIGHT <br />SCALE: <br />.m <br />m <br />i/8" <br />UNATTACHED W/ <br />CAN USE BERK C <br />POP RIVET NOTE <br />'B/P' ON 1/ 1-9.2 F( <br />CATEGORY D,E,F <br />HANGER WIRE Al <br />PERIMETER MAIN <br />AND PERIMETER <br />CROSS TEE <br />ARMSTRONG STABILIZER <br />tAR OR OTHER SUITABLE <br />40 <br />Lr <br />w■ <br />(E) CONCRETE (E) CONCRETE <br />OVER METAL DECK OVER METAL DECK <br />CEILING CLIP W/ <br />ANCHORAGE PEF <br />ASTME580 EMBE <br />1-1/2" INTO <br />UPPER FLUTE <br />(3) TURNS WITHII\ <br />1-1/2" OF END <br />OF WIRE <br />CEILING CLIP" <br />(1)-0.157"0 H I LT <br />X-J EMBEDDED <br />1-1/2" INTO <br />UPPER FLUTE <br />COMPRESSION <br />STRUT PER <br />4/[-9,2 <br />DETAILU6 ANCHORAGE <br />SCALE: 3" = V-0" <br />(2) #8 SCREWS <br />.maingr j <br />.^ r r �� <br />GREATER THAN 10 <br />EXPANSION JOINT >2,500SF <br />SCALE: 3" = V-0" <br />CEILING <br />PENETRATION <br />a <br />,EILING PANEL AS SCHEDULED <br />ESCUTCHEON AT T ACHED TO ITEM <br />1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF <br />CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12-0" <br />O.C. MAX. AND U-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. <br />2. SUSPENSION WIRE: 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRE ENCASED IN 2° DIAM. CONDUIT (FOR UPLIFT RESTRAINT); <br />SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND <br />SUSPENSION WIRES TO OCCUR AT 4'-0" Q.C. MAX. EACH WAY. <br />3 TURNS MIN. <br />WITHIN 3" TYP <br />NOTE #1 -- <br />MAIN RUNNER, 2" MAX. TYP. <br />HEAVY DUTY <br />CROSS 'T" <br />VIEW SHOWING LATERAL BRACING <br />CLUSTER AND SUSPENSION WIRE <br />(4) CEILING BRACING DIAGRAM <br />SCALE: N.T.S. <br />STUD WIDTH TO MAT <br />TRACK CONNECTED' <br />W/ 3/16" DIA. X 5/8" LC <br />ACTIVATED FASTENS <br />260S125-30 BRACE A` <br />OC WITH (3) #8 SCRE' <br />JOIST AND CONNECT <br />SLAB <br />TYPICAL <br />HEADER DETAIL <br />-1 <br />i <br />NOTE #1 <br />RUNNER ENDS AT <br />OPPOSITE WALLS <br />TO FLOAT FREE <br />ON PERIMETER <br />ANGLE. PROVIDE <br />3/4" CLEARANCE <br />BETWEEN ENDS OF <br />GRID & WALL <br />CONNECT TO <br />STRUCTURE WITH <br />HILT[ SHOT PINS <br />AS REQUIRED <br />(REFER TO <br />�.; <br />DESIGN jpc <br />DRAWN AV, IVIS <br />CHECKED TIC <br />NO. 26-0316 <br />08 0% DD SET <br />10.09.2020 RI[) .qFT <br />10 1�2_0 PERMIT 9ET <br />6389 REGISTEIRED <br />A TET <br />W <br />z 6 <br />ARK A PST <br />SLATE OF WASHING70N <br />m X <br />W <br />Q <br />S <br />a <br />m <br />0 U <br />a <br />JURISDICTION STAMP <br />N � <br />N UCeiling <br />_i <br />Details <br />N <br />3 <br />Q 2 <br />GO 2018, JPC ARCHITECTS, LLC <br />