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1 — ` 41 5 <br />1 1/2" = 1°-g' <br />EXPANSION CEILING <br />ANCHOR(S), EMBEDMENT PER <br />STRUCT. <br />3 TURNS MINIMUM, TYP. <br />10 GA. HANGER TIRE <br />1-1/2" COLD -ROLLED CHANNEL / <br />@ 4'-0" O.C. <br />FURRING CHANNEL CLIP--- \ <br />SUSPENSION SYSTEM <br />AND SEISMIC BRACING <br />PER STRUCTURAL <br />DIAGONAL BRACING <br />AT 4'-0" O.C. <br />SIGNAGE. OWNER <br />FURNISHED <br />CONTRACTOR <br />INSTALLED. <br />2-1/2" MTL STUDS <br />@2'O.C. <br />5/8" G.W.B <br />0 <br />METAL TRACK BLOCKING @ <br />CEILING EDGE AND @ 6'-0" <br />O.C. AS REQ'D FOR PAN <br />KING @ / METAL CEILING JOISTS - SIZE <br />D_ 3'-0" I / AND SPACING AS REO°D FOR <br />'PAN I I SPAN <br />,SAY, 45' 12 GA. WIRE <br />,ACING AT EACH LATERAL <br />,ACING CHANNEL <br />COMPRESSION POST PER <br />"�ANl9FACTLlRE�:, OR SIZED I <br />ER N`sCB SECTION 401 <br />I B _is 3 �I <br />a GA. HANGER WIRE - TYP. I I B�B9. O BB0.30 f <br />-0°° O.C. (3 TIGHT PS) <br />1. I / -- SEISMIC RETAINING CLIPI I (E <br />CEILING SUSPENSION I <br />SYSTEM PER SPECS — — — — — -- — — — <br />ACOUSTICAL PANEL CEILING <br />? GA. BRACE WIRESACOUSTICAL <br />RCP <br />- VARIES <br />IAIN BEAM @ 4'-0" O.C. <br />— 7/3" HEMMED ANGLE <br />/ aTYP. ACT WALL TRANSITION METAL CEILING <br />3 NOT TO SCALE — 1°-0" —_ � <br />i°�- <br />2 <br />SPAN TABLE FOR METAL CEILING JOISTS <br />6 PSF LATERAL <br />SIZE <br />THICKNESS <br />SUPPORT OF <br />COMPRESSION <br />,FLANGE: MIDSPAN <br />250 <br />30 WLS @ 16" O.C. <br />— 10' — 11" <br />250 <br />30 MILS @ 24" O.C. <br />0' 7" <br />350 <br />30 MILS @ 16" O.C. <br />12' - 9" <br />350 <br />30 MILS @ 24" O.C. <br />1 V — 2" <br />352 <br />30 MILS @ 16" O.C. <br />14° — 8" <br />362 <br />30 MILS @ 24" O.C. <br />13° 0°° <br />400 <br />30 MILS @ 16" O.C. <br />16— 1„ <br />400 <br />30 MILS @ 24" O.C. <br />13" — 5" <br />600 <br />30 MILS @ 16" O.C. <br />17` — 3„ <br />600 <br />30 MILS @ 24" O.C. <br />15' — 6„ -- <br />NOTES: <br />1. PROVIDE METAL STUD THICKNESS (MILS) TO <br />ACCOMODATE CEILING SPAN AND MAXIMUM <br />DEFLECTION OF L1240 IN ACCORDANCE <br />WITH SSMA LOAD TABLES. <br />2_ SEE LATERAL BRACING DETAIL WHERE GWB <br />INSTALLED ON ONE SIDE ONLY. <br />9552 REGISTERED <br />ARCHITECT <br />IUt6��AEL AARON TEVENS <br />STATE OF WASHINGTON <br />Irisa� s <br />n�.v l4'�b` �e�?t ,^t+"r_.. 5 ;'k eIrt°. "ita <br />�..1; Sul t <br />b U 3 1x G µ <br />MARK DATE O . <br />IA <br />