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REVISIONS 8" MAX TO 1 BLDG REV1 12/31/21 HANGER 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" FREE END, WALL LINE 8" MAX TO HANGER I 3 5/8"X 20 GA STUD (1 5/8" FLANGE) 12 GA HANGER WIRES @ COMPRESSION STRUT AT CONVERGENCE OF SPLAY 2x4 BLOCKING BETWEEN EXISTING JOISTS. 4'-0" EACH WAY W/MIN 3 WIRES. MAXIMUM SPAN IS 9'-0". ATTACH TO MAIN 2'-0 TIGHT TURNS IN 1 1 /2" BOTH RUNNER W/2–#9 SMS. AT CEILING BEND END OF " X CUT FLANGE OF STUD AND BEND ENDS OF WIRE. TYPICAL. STUD AND ATTACH TO STRUCTURE WITH A SHOT w WEB 90 DEGREES. ATTACH TO WD z ' " E SS/� BLOCKING WITH (2) #10 SMS. PIN. 2 -0D N9l Q ftOF 4"x20 GA. STUD(1 –5/8" FLANGE) (4) SPLAYED #12 GA. WIRE BRACING WITH `� � �`� MPC/ D F COMPRESSION STRUT AT MIN 4 TIGHT TURNS IN 1 - 1 /2" BOTH < 2'-0" TYP. CONVERGENCE OF SPLAY WIRES. ENDS OF WIRE, o MAC SPAN IS 9'-0". w 2'-0" * No. 67047 w ATTACH TO CEILING GRID WITH �–0 w „ Exp�9-302022 \� 2 ( ) 2 #8 SMS. qTF OF CFv 12 GA SPLAYED BRACING WIRE. 2'-0" 2" MAX FROM BRACING WIRES TO CROSS RUNNERS. 6'-0" MAX. MAIN RUNNER. TYP. FROM 12 GA HANGER WIRES 4'-0" CROSS RUNNER. PERIMETER @ EACH MAIN RUNNER, TYP. MAIN RUNNER. WALL (4) WAY 45 DIAG #12 GA. WIRE BRACING AND CROSS RUNNER. COMPRESSION STRUT. SEISMIC BRACE TO BE LOCATED AT INTERSECTION OF MAIN RUNNER AND CROSS RUNNER. VERTICAL COMPRESSION STRUT BRACING T-BAR CEILING DIAGRAMMATIC PLAN T-BAR CEILING 3 2 1 4'-0" MAX 8' MAX 8' MAX 4' MAX LESSER OF 8" OR 1/4 OF LENGTH OF LESSER OF 8" OR 1/4 OF - LESSER OF 8" OR 1/4 OF LENGTH 8 GA. HANGER WIRE WITH 3 THE END RUNNER. LENGTH OF THE END RUNNER. OF THE END RUNNER. 1 .40 TURNS WITHIN 12 12 GA HANGER WIRES @ 1/2" MIN 4' MAX 1 1 1 1 1 1 4 1 1 1 1 4 1 g l PERIMETER, TYPICAL. HANGER WIRE I I I I I I I I I I I 12" X1 . 12#/FT MIN. MAIN I T I T I I I I T I I I I T I I RUNNER @ 4' O.C. I I I I I I I I I I I I I I I I I I I I I I I I I ! 7/8" FURRING SE SMIC CLIP. 12' MAX I I I I I I I I I I I I I I I I CHANNELS @ 2'-0" WIRE TIES I I I I I I I I I I I I I I I I I OC MAX. X__ I Io 0 0 0 - - - - - - - - - - - - - I I I I I I I I I I I ° - - - - - - - - - - - - - - 4 MAX I b b l l l l b l l l l b l b l 12 GA. VERT HANGER 1 I I I I I WIRES @4'-0" OC MAX. 8" TYPE X GYP. BOARD (4) DIAGNOAL BRACE \- 1 -1 /2"Xl .12 #/FT. TYP' g" 26 GA. HAT CHANNEL WIRES @ 8'X12' GRID MIN CHANNELS @ MAX. 4'–0 OC. ACOUSTICAL CEILING TILE GRID SYSTEM. S- 12 SMS @ EA. CHANNEL 1» 7» 1" 1 . PROVIDE COMPRESSION STRUT, STEEL SECTION WITH L R RATIO OF 200 MAX. STARTING NOT CONTINUOUS BEVELED MOLFING, 7/8" MIN 22 x$ x22 GALVANIZED ANGLE WITH / (1 ) #8 SMS 1 6"OC TO CONNECTING MORE THAN 4'-0" FROM ADJACENT WALLS TO SUPPORT A TRIBUTARY AREA OF 144 A.F. HORIZONTAL LEG, FASTEN TO SOFFIT. WALL, 14" MIN EMBED. ATTACH TO MAIN RUNNER WITH 1 /4" MACHINE BOLT AND TO STRUCTURE. COMPRESSION z STRUT SHALL NOT REPLACE HANGER WIRE. WALL Q TAPED GYP BOARD JOINT 2. SPLAY WIRE, PROVIDE 12 GA MIN SEISMIC BRACE SPACED AT 8'X12' MAX AND WITHIN WALL FINISH 6'-0" OF WALL. PROVIDE CONNECTION BETWEEN DUAGNOL WIRES AND MAIN RUNNER RO PREVENT SLIPPING WITH 4 TIGHT TURNS WITHIN 1 -1 /2" MAX. TYP. O GYP BOARD DETAIL PARALLEL TO MAIN RUNNER DIAGRAMMATIC GYP BOARD DETAIL TBAR COMPRESSION STRUT V 0 '° 6 5 4 0 > Z mL0 a o, MIN OF 1 /4 OF LENGTH OF THE 0 u < JOIST OR RAFTER _ Q U END RUNNER OR 8". 3" MAX 8 GA. HANGER WIRE WITH 3 0 1 /4" DIA SCREW EYE WITH TURNS WITHIN 12 FULL THREAD EMBEDMENT. 1/2" MIN v 12" X1 . 12#/FT MIN. MAIN Q BRACING WIRE RUNNER @ 4' O.C. O L 01I.- DATE �DATE 09/15/2021 SCALE AS (3) 1 - 1 /2" X9 GA STAPLES NOTED OR STRONGHOLD "J" NAILS @ DRAWN 8" TYPE X GYP. BOARD 8 26 GA. HAT CHANNEL JOB 2M SK EACH WIRE LOOP. 8 035 S- 12 SMS @ EA. CHANNEL A"x8"x GALVANIZED ANGLE WITH (1 ) SHEET TITLE 1" MIN. #8 SMS @16"OC TO CONNECTING DETAILS WALL, 14" MIN EMBED. HANGER WIRE, TYP. TAPED GYP BOARD JOINT WALL FINISH SUSPENSION W RE CONNECTION GYP BOARD DETAIL PERPEN D. TO MAIN RUNNER SHEET 8 7 A4 . 2