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CONNECTION DEVICE (100 <br />CAPACITY MINIMUM) — PINNED <br />TO CEILING STRUCTURE AND <br />BOLTED TO VERTICAL <br />COMPRESSION BRACE <br />TYPICAL 12 GA. VERTICLE <br />HANGER WIRE SET IN <br />BUILDING STRUCTURE ABOVE <br />COMPRESSTION STRUT <br />COMPRESSION STRUT WITH ��_CEILING <br />B <br />SPRING CLIP TO <br />STRUCTU <br />COMPRESSION STRUT <br />SEE SEISMIC BRACING DETAIL <br />FOR SPACING REQUIREMENTS <br />/ <br />(NO SPLICING) <br />TWO 12 GA. CEILING SPLAY <br />HANGER AT 45` PARALLEL TO <br />CROSS TEES <br />TWO 12 GA. CEILING <br />SPLAY HANGER AT 45' <br />PARALLEL TO MAIN TEES <br />LG LOCKING CROSS TEE AT g` <br />4H-0° ON CENTER TYPICAL TYPICAL CEILING <br />HANGER AT 4'-0" ON <br />CENTER <br />STRENGTH LIMITS <br />180# MINIMUM <br />CEILING MAIN RUNNER AT <br />4e-0" ON CENTER <br />% 1 <br />i 4 <br />t <br />ti. L f. <br />^r <br />SCALE: N.T.S. <br />�tn:Zl�:Irl�� <br />r r � <br />11 lVit"ImpomMT lVallaill Into <br />SELF TAPPING DRIVE SCREW <br />8" X 1 /2" <br />SPRING CLIP .035 <br />SPRING STEEL <br />CEILING MAIN RUNNER <br />CROSS—SECTION <br />CEILING MAIN RUNNE <br />CEILING GRI <br />LLQ6- ON END OF <br />VERTICAL BRACE FOR <br />SNAPPING & LOCKING <br />ON MAIN RUNNER <br />I <br />> <br />L. <br />�x <br />_ <br />44 A <br />s <br />e I <br />I.r. <br />RON <br />1 <br />r <br />s <br />4 <br />t4a�. <br />@r <br />R <br />A <br />n, 1 <br />SCALE-, N.T.S. <br />iAGONAL AT 45' <br />ERTICAL <br />wo <br />CEILING MAIN RUNNER <br />3/8`° MINIMUM CLEAR <br />CROSS OR MAIN RUNNER <br />TYPICAL CEILING <br />MAIN HANGAR <br />CEILING <br />COMPRESSION <br />®� STRUT <br />z � <br />REFER TO CEILING / END <br />CD <br />MALL DETAIL <br />1 i " <br />b <br />*, yp <br />\ R <br />Y <br />t <br />n.4 � v <br />t <br />d. <br />SCALE: N.T.S. <br />NOTE: ALL CONCRETE FLOOR OPENINGS MUST <br />BE SAW CUT. NO JACK HAMMERED OPENINGS <br />ALLOWED. <br />OPTIONAL: INSTALL JOINT SEALING TAPE <br />AT ALL SEAMS PRIOR TO POURING NEW <br />CONCRETE. VERIFY W/ BUILDING OWNER <br />z <br />INFILL TRENCH W/ 3000 PSI CONCRETE, <br />MATCH THICKNESS WITH EXISTING, FLUSH <br />W/ADJACENT SURFACES <br />4 REBAR C 12"O.C., COORDINATE LENGTH <br />TO ALLOW 8" OVERLAP AT CENTER OF <br />TRENCH <br />SAW CUT EDGE <br />moo.: <br />EMBED REBAR MIN. 6" IN EPDXY <br />EXISTING CONCRETE SLAB <br />PROVIDE VISQUEEN TO MATCH EXISTING, <br />EDGE TO OVERLAP EXISTING VISQUEEN AT <br />CUT EDGE, TAPE EDGES TOGETHER W/ <br />VISQUEEN MANUFACTURER'S TAPE <br />BACKFILL W/ COMPACTED GRANULAR <br />MATERIAL 0 95% COMPACTION <br />NEW CONDUIT/ PIPING <br />PROVIDE 3/4" SPACE AT <br />OPPOSING WALL <br />HORIZONTAL STRUT <br />TYPICAL CONTINUOUS <br />r 12 GA. VERTICAL <br />/ <br />8"MAX <br />/J WIRE <br />8°" MA <br />ALL WIRE TIES TO <br />BE (3) TIGHT <br />TURNS <br />x <br />2" <br />2" <br />ACOUSTICAL STABILIZER <br />WALL <br />PANEL CEILING BAR <br />ANGLE, <br />HEAVY—DUTY <br />SEE NOTE <br />SUSPENSION <br />SYSTEM <br />AU12 � <br />LIM29ED—ML <br />/✓ <br />r� <br />F fl' <br />x f s" '4 <br />METAL STUDS WITH <br />FIELD SPACING <br />—16 GA. 8" METAL JOISTS <br />SPACED ® 24" O.C. <br />EXISTING MALL <br />5/8" TYPE "X" GWB ATTACHED TO METAL <br />JOISTS WITH 1-1/4" DRYWALL SCREWS @ 12" <br />O.C. FIELD SPACING AND 7" O.C. EDGE <br />SPACING. <br />NOTES: <br />1. ALL WORK TO CONFORM WITH 2O18 IBC SECTION 2210 COLD —FORMED STEEL LIGHT —FRAMED <br />CONSTRUCTION AND 2018 IBC SECTION 2508 GYPSUM CONSTRUCTION. <br />2. APPLY GWB WITH ITS LONG DIMENSION AT RIGHT ANGLES TO THE JOISTS. LOCATE GWB BUTT <br />JOINTS OVER THE CENTER OF JOISTS. ATTACH GWB WITH I" SELF —DRILLING DRYWALL SCREWS 7°' <br />O.C. AT ALL SUPPORTS, INCLUDING PERIMETER BLOCKING, AND NOT MORE THAN 3/8" FROM THE <br />EDGES AND ENDS OF GWB. <br />SCALE: NTS <br />mmul, <br />a Mam. <br />s <br />U nivo-oNc�vvns w-v <br />oL�� <br />o nvt oa�oo'���av� <br />O �>' a n.roc <br />n Q'3 �o >� <br />n �� 'o c�op�c I -co <br />c N O S N U C C7 p) •— � p� <br />o OO <br />c v - v <br />. 4) N U <br />U <br />_T <br />N 'O CnO CwiLww Q <br />o <br />Lo � a16OO.: U <br />op vo w o <br />U O j- Cn <br />c avi av o ' nt'o'o <br />T 'Ot +' <br />O U U U L U <br />U <CQ4 zp o ¢� 3¢ E o_n.0 o a. <br />N <br />` <br />k2a <br />wG <br />Y. f <br />t <br />r <br />Lu <br />0 <br />z <br />Lu <br />— LLI <br />z <br />/✓� � ® � <br />1n1 <br />�u �u <br />� n u x <br />REVISIONS <br />NO. DATE BY <br />1\ <br />A <br />A <br />A <br />A <br />ISSUE DATES <br />DESIGN APPROVAL: <br />PERMIT SUBMITTAL: <br />PERMIT RECEIVED: <br />BID DOGS: <br />CONSTR. DOGS: <br />24"x36" SCALE: <br />,AS NOTED <br />PLOT DATE: <br />01-20-2022 <br />CAD FILE: <br />21-17,A9.x <br />JOB NUMBER: <br />21-176 <br />CHECKED: <br />DRAWN: <br />TP, AJ <br />STATUS: <br />PERMIT SET <br />INTERIOR DETAILS <br />SCALE: N.T.S. <br />h '�` t m <br />,r f <br />SCALE. N.T.S. <br />SCALE: N.T.S. <br />InI <br />#. <br />�....., a4 <br />SCALE: N.T.S. <br />t <br />`...sSAA„stt; <br />