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U JZ,n V MAIN RUNNER: 1-1 2" HOT ROLLED CHANNEL WEIGHING 1.12 LBS ft. (2) SIMPSON XQ. ICC ESR 3006 Ln Z D FASTEN MTL. STUD TO STRUCTURE / / OR HILT( X4 ICC ESR 2269 c - z ABOVE CROSS FURRING: 7/8", 25 QUAGE GALVANIZED HAT SECTION J 0 FASTEN STUD > » Q > » > » > » > » z TO GRID 25 GA. MTL. STUD (COMPRESSION STRUT)(12'-0"O.C. EACH 4 / ` -0 4 -0 4 -0 4 -0 FLOATINGL o Z c� WAY)SCREW TO MAIN RUNNER. EDGE Z p W COMPRESSION STRUT SIZE: U 0 8'-ONE 3 5/8"25 GAMETAL 8'max BOTTOM OF E)TRUSS OR WF BEAM ($5$) 733-2445 z I LL ACOUSTICAL TILE CEILING STUD 10'-TWO 1 5/8"25 GA designed by: - : . .... . �;,< . B O METAL STUDS ORIENTEDPERPWALL LINE B I EKATERINA KOHLWES • COMPRESSION STRUT OFOE STUDCONNEDICULAR TE 4-8max OF ONE STUD CONNECTED 4'-8' max THE WEB OF THE OTHER U STUD)AND CONNECTED MAX 6'L — 250S137-33 JCUT AND BENT EA. SIDE J LATERAL SUPPORTS TO BE PROVIDED BY FOUR(4) 12 GA.WIRES. SPLAYED IN FOUR EVERY 12"ALONG THEIR DIRECTIONS, 90^APART, CONNECTED TO MAIN RUNNERS WITHIN 2"OF CROSS RUNNER LENGTH I LOCATE PER STRUCTURAL PLAN REVISIONS: z 15'-TWO 2 1/2"25 GA METAL W/ ATTACHMENT AS SHOWN AT AN ANGLE NOT TO EXCEED 45^FROM PLANE OF CEILING . LATERAL SUPPORT POINTS STUDS,ORIENTED AND D TO BE 12'-0"O.C. EACH WAY STARTING NO MORE THAN 4'-0"FROM WALLS IN EACH CONNECTED PER ITEM 2 NO DATE DESCRIPTION Z DIRECTION. PROVIDE 12 GA. HANGER WIRES AT 4'-0"O.C. EACH WAY SUPPORTING MAIN 20'-TWO 3 5/8"METAL U AND CROSS RUNNERS. PERIMETER WIRES MUST BE NO FURTHER THAN 8" FROM WALLS. STUDS,ORIENTED AND Z CONNECTED PER ITEM 2 h LU 2 12 GA SLACK (2) SIMPSON XQ. ICC ESR 3006 WIRES PER OR HILTI X4 ICC ESR 2269 FIXTURE 8'MAX I TOP OF PARTITION ________-_-_________ ______ 0 4 12 GA.SUPPORT 4'_8'MAX WIRES PER FIXTURE METAL TOP TRACK C • I � BOTTOM OF CEILING FINISH z / / LIGHT 10 -5 / / / FIXTURE \,--- i I CEILING FINISH PER IN I I> CEILING FINISH PER Z , / , /� CEILING PLAN CEILING PLAN w / n 5/8" TYPE X GYP.BD. FIXED �'1 BOTH SIDES LL NOTE: EDGE O 4—WAY 45' DIAGONAL 12 GAUGE WIRE BRACING AT 12'-0"X8'-0" Z SECURE SUSPENSION AN / WITH COMPRESION STRUT NOTE: APPLIES TO I 20 GA 3 5/8" METAL BRACING WIRES TO ROOF / O STRUCTURE AND T-BAR SYSTEM i ACOUSTICAL NON-RATED WALLS ONLY STUDS @ 16" O.0 • IN ACCORDANCE WITH CBC TILE CEILING \ 8 GA. HANGER WIRES 4'-0" O.C. AT EACH MAIN RUNNER (FOR RUNNER SIZE SHOWN) ICC ESR 2269 9 SUSPENDED CEILING TYPICAL DETAIL r6 SUSPENDED GYP . BD . CEILING GRID AND LATERAL BRACING 1 TYPICAL INT. PARTITION ROOF z SCALE: N.T.S. NOTE: SEE SUSPENDED CEILING NOTES ON SHEET A-3.0 - SCALE: N.T.S. NOTE: SEE SUSPENDED CEILING NOTES ON SHEET A-3.0 - SCALE: 1 1/2" = 1'-O" D U) Z 0 U Z 0 W 0 J D U_ 1/4" DIAMETER CLOSED EYE SCREW WITH FULL THREAD EMBEDMENT (11/4" MIN.) • U J z SECURE TO FLOOR / ROOF STRUCTURE ABOVE J� TWO STUDS JOINTED TOGETHER TO 2- 35'e' x 20 GA. MTL. STUDS W/ 2' FLANGE #8 VERTICAL FORE 1 A 'T' W/ SCREW • 24' O.C. WIDTH (ANGELES 20xxPD358)BACK TO BACK HANGER, TYPICAL Z STUD WALL ANGLE @ FLOATING MAY BE USED AS FOLLOWS: ATTACHED WITH TWO '10 5CR-=WS AT 48" O.C. „ EDGE 2" MIN. HORIZONTAL Z 2- 25 GA. 158 - 10 FT. FROM CEILING SYSTEM TO ROOF STRUCTURE 8 MAX LEG. LOCATE TO RECEIVE FULL HEIGHT R-11 INSULATION U) 2- 25 GA. 250 - 15 FT. ABOVE TYPICAL SADDLE TIE TO 0 2- 25 GA. 358 20 FT. MAIN RUNNER WITH SEE C—C MAIN RUNNER WHERE OCCURS 0 GYPSUM BOARD #16 WIRE, TYPICAL AT BRACING Z ASSEMBLY 3/4 CLEAR 2- I2 GA. x 1 I�' #10 S.M.S. MINIMUM I'. 20 GA 3 5/8" METAL STUDS @ • SCREW EA. STUD EACH STUD 5/8" TYPE X GYP.BD. 16" O.C. ICC ESR 3064P BOTH SIDES I.: J EXTEND WEB OF z METAL STUD ATTACH z TO RUINER W/ TWO 12 GA. SCREWS D ,. ••A I 1 11 11 0 TEK SCREWS w :: ..,... -: :. • :.: ,.;,.. ......:::...: .: '.,..:.,.,.:• ,.,•:. BASE PER FINISH PLAN ?TAPE SEAM GRID ATTACHED ALONG 5 " " 't I STEL RUNNER WITH 0.145" DIAM TER X w /8 TYPE X SOFFIT 4 MIN-6 MA E E W 6 MAX TWO ADJACENT SIDES BOARD APPLIED AT RIGHT 1" HILTI SHOT PIN @ 24" O.C. AND 2" O _j . ANGLE FROM ENDS (ICC ESR 2269) U_ SUSPENDED CEIL'NG C) 5YSTEM, SEE CEILING MAIN RUNNER FIXED END DO NOT SCREW OR TAPE w PLAN ° c MAIN RUNNER FLOATING ENDa O ° ° 5 • — L A-A MAIN RUNNER AT PERIMETER (E) CONCRETE SLAB 0 Z z Q J $ TYPICAL VERTICAL CEILING STRUTS 5 PERIMETER DETAILS FOR SUSPENDED GYP. BD CEILING 2 TYPICAL INT. PARTITION FLOOR Q Z w - SCALE: N.T.S. NOTE: SEE SUSPENDED CEILING NOTES ON SHEET A-3.0 - SCALE: N.T.S. NOTE: SEE SUSPENDED CEILING NOTES ON SHEET A-3.0 - SCALE: 1 1/2" = 1'-O" IrW U o w U Z O o SPACER BAR, OR OTHER LL ~ SUITABLE SYSTEM, TO KEEP • 1/4" DIAMETER CLOSED EYE PERIMETER COMPONENTS � CC w N SCREW WITH FULL THREAD FROM SPREADING APART. Z QZ J EMBEDMENT (11/4" MIN.) MAX.8" w J z J � a < J Q0 C) 0 o o MIN. 3/4" AT ° " z J Z UN—ATTACHED WALLS O 0 O O 0 #8 VERTICAL w 0 STUD tt HANGER, TYPICAL �� MIN.2" 1/2" , `� O w 8 MAX 8 MAX PERIMETER CLOSURE a u) U WALL ANGLE @FLOATING 1 ANGLE. 7/8" ` Q O �, C Q N 0 GYPSUM BOARD G 0 LU � Cl) 0 EDGE 2" MIN. �tL HORIZONTAL LEG. LOCATE ` • TO RECEIVE CROSS 'a. Z J RUNNER 6 4 Y c� #10 S.M.S. Z �� •,,,./) Z EACH STUDw �i��'1J�^n/LUQ/ ❑ ❑ 3/4 CLEAR MINIMUM \ COMPRESSION POST Frozen Yogurt,Ice-Cream and More Cl) L ... z 0 U " DATE 11 /10/2020 W DO NOT SCREW OR TAPES SCREW AND TAPE SCREW TO CROSS " " MAX.8 U_ RUNNER@ 12 O.C. 4 MIN-6 MAX `��' SPLAY WIRE BRACING SCALE NOTED 0 • CROSS RUNNER FIXED END CROSS RUNNER FLOATING END DRAWN E.K. 0 0 B-B CROSS RUNNER AT PERIMETER JOB # 2013 z J SHEET NO. D 0 TYPICAL BRACING DETAIL U Z 0 W 4 PERIMETER DETAILS FOR SUSPENDED GYP. BD CEILING 3 SUSPENDED CEILING INSTALLATION TYPICAL DETAILS A� 500 z - SCALE: N.T.S. NOTE: SEE SUSPENDED CEILING NOTES ON SHEET A-3.0 - SCALE: N.T.S. NOTE: SEE SUSPENDED CEILING NOTES ON SHEET A-3.0