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3 <br />A-6.0 <br />TYP. CEILING DETAIL <br />SCALE: 1-1/2"=1'-0" <br />5/8" TYPE 'X' GYP. BD. EA. SIDE 3 5/8" <br />X 25 GA. MTL. STUD FRAMING AT 16" <br />O.C. - PROVIDE MIN. 3- #10 SHEET <br />MTL SCREWS AT EACH CNR. / JNT. <br />3' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />3 5/8" X 20 GA. MTL. DIAG. <br />BRACING AT 48" O.C. MAX. <br />ATTACH TO STRUCT. SOFFIT <br />SCREW JOIST TO VERT. <br />STUD W/ 3- #10 SMS AT <br />16" O.C. <br />20 GA. X 3-5/8" MTL. STUD <br />AT 16" O.C. <br />TYP. HARD-LID CL'G: <br />" TYPE 'X' GYP. BD. ON <br />3-5/8" X 20 GA. MTL. <br />STUD JOISTS AT 16" O.C. <br />MAX. SPAN 11'-0" - FOR <br />GREATER SPANS (UP TO <br />16'-0") ADD VERT. TIE TO <br />STRUCTURE ABOVE - ICC <br />ESR-1538 <br />TOP TRACK - ATTACH AT 24" <br />O.C. MAX W/2 #10 SCREWS, <br />(TYP.) <br />25 GA. MTL. STUDS AT 16" O.C. <br />EXTEND UP TO BLK. ABOVE - <br />ATTACH W/ 2 #10 S.M.S. PER <br />CONN. <br />EXIST. U/S ROOF <br />STRUCT. <br />SCREW TRACK TO VERT. <br />STUD W/ 2- #10 SMS AT <br />16" O.C. <br />20 GA. X 3-5/8" MTL. STUD <br />AT 16" O.C. <br />TYP. HARD-LID CL'G: <br />" TYPE 'X' GYP. BD. ON 3-5/8" X 20 GA. <br />MTL. STUD JOISTS AT 16" O.C. MAX. <br />SPAN 11'-0" - FOR GREATER SPANS (UP <br />TO 16'-0") ADD VERT. TIE TO STRUCTURE <br />ABOVE - ICC ESR-1538 <br />20 GA. MTL. STUD <br />NOTCHED @ <br />VERT. STUDS @ 16" <br />O/C <br />TENANT WALL <br />CONDITION <br />TYP. INTERIOR <br />CONDITION <br />CEILING SYSTEM PER <br />CBC 2506.2.1 & ASCE 7-10 <br />ICC ESR-1222 <br />8 GA. HANGER WIRE AT <br />48" O.C. MAX. THIS <br />ATTACHMENT TO BE <br />CAPABLE OF <br />SUPPORTING MIN. 200 <br />LBS. INCLUDE 4 TURNS IN 1 <br />1/2" MAX. EA. WIRE END <br />(TYP.) <br />2" <br />12 GA. SPLAY BRACING <br />WIRES IN 4 DIRECTIONS AT <br />12" O.C. EA. WAY, 4 FT. <br />MAX. FROM WALL. ENSURE <br />MIN. 6" CLEARANCE FROM <br />ALL HORIZ. PIPEWORK <br />AND DUCTS. INCLUDE 4 <br />TURNS IN 1 1/2" MAX. EA. <br />WIRE END (TYP.) <br />SUSPENDED T-BAR CEILING <br />SYSTEM: HEAVY DUTY 2 <br />1/2" X 20 GA. MAIN <br />RUNNERS AT 48" O.C. / <br />3/4" CROSS FURRING MBRS <br />(GRID) AT 24" O.C. <br />COMP. STRUT OR 20 <br />GA. MTL. STUD AT 12" <br />O/C EA. WAY <br />CONT. MTL. TRACK <br />8" MAX. <br />4" <br />9' <br />- <br />0 <br />" <br />3' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />MAIN RUNNER <br />24" X 24" ACOUSTIC TILE <br />45 DE <br />G <br />. <br />5/8" TYPE 'X' GYP. BD. EA. <br />SIDE 4" X 20 GA. MTL. STUDS <br />AT 16" O.C. <br />6 <br />A6.0 <br />SUSPENDED CEILING - ATTACHED <br />1 1/2"=1'-0" <br />GYP. BD. TO ABOVE <br />HIGHEST ADJ. CLG. <br />EXIST. U/S ROOF <br />STRUCT. <br />TOP - ATTACH AT 24" <br />O.C. MAX W/3 #10 <br />SCREWS PER CONN. <br />7 8" <br />ATTACH CLG. GRID <br />W/ POP RIVETS @ <br />ATTACHED WALLS <br />NOTE: SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, <br />AND ASTM E580, SECTION 5 - SEISMIC DEISNG CATEGORIES D, E AND F. ASCE7-SECTION 13.5.6.2.2 <br />7 <br />A6.0 <br />SUSPENDED CEILING - UNATTACHED <br />N.T.S. <br />ACOUSTICAL TILE <br />7 8" PERIMETER TRIM <br />HEAVY DUTY T-BAR <br />MAIN OR CROSS RUNNER <br />#12 GA. WIRE @ 4'-0"o.c. <br />W/ 3 FULL TURNS IN 1 1/2" <br />#16ga. TIE WIRE OR MTL. <br />STRUT BETWEEN ENDS OF <br />MEMBERS W/ POSITIVE <br />CONNECTION TO PREVENT <br />SPREADING <br />2 #10 S.M.S. @ 16"o.c. FOR 2X <br />METAL STUD WALLS <br />NOTE: <br />1. MAX. WIRE SLOPE 45° W/ 3 FULL TURNS AT RUNNER. TYP. AT ALL <br />HANGERS. <br />2. SPRINKLER HEADS/PENETRATIONS SHALL HAVE A 2" OVERSIZE <br />RING/SLEEVE TO ALLOW FREE MOVEMENT ON AT LEAST 1" <br />INTERIOR <br />FINISH <br />3/4" <br />CLEAR <br />1/4" LENGTH <br />OF END T-BAR <br />OR 8" MAX. <br />1 <br />1 <br />/ <br />2 <br />" <br />BRC-2 CLIPS PER ESR 1222 <br />NOTE <br />1. FOR CEILING AREAS EXCEEDING 144 <br />SQ. FT. (12' O.C./6' FROM NEAREST <br />WALL) HORIZ. RESTRAINT OF SYSTEM TO <br />BE TIED DIRECTLY TO STRUCTURAL WALL <br />/ ROOF SYSTEM. RIGIS BRACES <br />PERMITTED IN LIEU OF DIAG. SPLAY <br />WIRES. <br />USG DONN DX/DXL HEAVY DUTY <br />SUSPENSION SYSTEM - 9 <br />16" TEE SERIES <br />CEILING SYSTEM PER <br />CBC 2506.2.1 & ASCE 7-10 <br />ICC ESR-1222 <br />NOTE: SPRINKLER <br />HEADS/PENETRATIONS SHALL HAVE A <br />2" OVERSIZE RING/SLEEVE TO ALLOW <br />FREE MOVEMENT ON AT LEAST 1" <br />CABLE TRAYS AND ELEC. CONDUITS <br />SHALL BE SUPPORTED INDEPENDENTLY <br />OF CLG. <br />PROVIDE SPECIAL INSPECTION PER <br />ICC REPORT <br />LATERAL FORCE BRACING IS REQ. <br />FOR ALL CLG. AREAS <br />CEILING TILE: USG ASTRO CLIMA PLUS <br />- WHITE - TEGULAR 9 <br />16" - 24"x24" <br />STRUCTURAL DECK <br />FULLY RECESSED <br />LIGHT FIXTURE <br />SUSPENDED T-BAR CEILING SYSTEM: <br />SEE DETAILS 6A-6.0 & 11A-6.0 <br />3" MAX. <br />8 ga. HANGER WIRE AT 48" <br />o.c. MAX.THIS ATTACHMENT <br />TO BE CAPABLE OF SUPPORT. <br />MIN. 200 LBS. INCLUDE 4 <br />TURNS IN 1 1/2" MAX. EA. <br />WIRE END (TYP.) <br />10 <br />A-6.0 <br />LIGHT FIXTURE <br />N.T.S. <br />NOTES PER ASCE 7 SECTION 13.5.6.2.2 CISCA: <br />FIXTURES WEIGHING LESS THAN 56 LBS USE 2 SLACK 12 GA. SAFETY <br />WIRES AT DIAGONAL CORNERS <br />FIXTURES WEIGHING MORE THAN 56 LBS USE 4 TAUT 12 GA. WIRES <br />(1 EA. CORNER) ATTACHED TO STRUCTURE ABOVE -ENSURE WIRES <br />CAN SUPPORT 4X WEIGHT OF FIXTURE. <br />12ga. BRACING WIRE @ 12'-0"o.c. <br />EA. WAY W/ 4 TIGHT TURNS IN 1 <br />1/2" BOTH ENDS OF WIRE (TYP.) <br />ATTACH STRUT TO CROSS RUNNE <br />W/#14 S.M.S. MAX. 2" FROM <br />MAIN RUNNER <br />2" (MAX.) FROM BRACING WIRE TO <br />CROSS RUNNERS <br />2x BLKG. W/"SIMPSON" (A35), EA. <br />END, EA. SIDE (WHERE REQUIRED) <br />#12 GA. VERTICAL WIRE HANGER <br />3/4" RIGID MTL. ELEC. CONDUIT, <br />CRIMP BOTH ENDS & ATTACH TO <br />JOIST OR 2X BLK. W/#4 F.H.W.S. <br />CROSS RUNNERS <br />(MAX.) <br />45°MAIN RUNNERS45° <br />(MAX.) <br />NOTE: <br />SEISMIC BRACING SHALL BE <br />INSTALLED 12'-0"o.c. MAX. EA. <br />WAY EXTENDED TUBE TO BE <br />TIGHT TO CEILING GRID & <br />STRUCTURE ABOVE. <br />ROOF/CEILING <br />STRUCTURAL MEMBER <br />9 <br />A-6.0 <br />SPLAYED WIRE SYSTEM & COMPRESSION STRUT <br />N.T.S. <br />8 <br />A6.0 <br />TYPICAL FIRE-STOPPING / PIPE PENETRATION <br />SCALE: 3"=1'-0" <br />RIGID STEEL PIPE (NO FLEX OR <br />PLASTIC) <br />NOTES: <br />DETAILS TO BE USED IN CONJUNCTION WITH STANDARD GUIDE <br />SPECIFICATIONS CONTAINING REQUIREMENTS FOR FIRE STOP SYSTEMS, <br />MATERIALS AND ACCESSORIES, ETC. <br />3M 'FIRE BARRIER SEALANT <br />CP-25WB+' FIRE STOP / SEALANT <br />SYSTEM, OR EQUIV. (TYP.) <br />FIRE RATED FLOOR ASSEMBLY <br />FIRE RATED WALL ASSEMBLY <br />ACOUSTIC INSULATION- <br />FULL HT. ALL WALLS <br />1 <br />A6.0 <br />TYPICAL NEW INTERIOR PARTITION <br />SCALE: 1"=1'-0" <br />NON-LOAD-BEARING WALL <br />SIMILAR TO CBC TABLE 7-B, ITEM 16.1.1 UL DES. U465 <br />FLOORING - <br />SEE <br />FINISH <br />SCHEDULE <br />5" BASE W/ 3/8" DIA. COVE <br />INTEGRAL W/ FLR'G OR TOP <br />SET RUBBER BASE <br />-SEEFINISH SCHEDULE <br />EXIST. CONC. FLR. DECK <br />GYP. BD./T-BAR <br />CEILING SEE REFLECTED <br />CEILING PLAN <br />LINE OF CEILING <br />SUSPENSION SYST. <br />8' <br />- <br />0 <br />" <br />3 5/8" X 25 GA. MTL. <br />STUD DIAG. <br />BRACING @ 48" O.C. <br />STAGGERED EA. SIDE <br />4" <br />+- <br />3 <br />' <br />- <br />6 <br />" <br />MA <br />X <br />. <br />EXIST. STRUCTURAL DECK <br />3 - #10 x 1" WOOD <br />SCREWS - SEE TOP CONN. <br />INSET ON 1A6.0 <br />RAMSET SERIES 1500 <br />0.145 DIA./1" EMBED. <br />SHOT PINS AT 16" O.C. <br />PER ICC ESR-1799 <br />5/8" GYP. BD. EA. SIDE <br />OVER 3 5/8" X 25 GA. MTL. <br />STUDS AT 16" O.C. PER <br />ICC ESR-1538 <br />DESIGN, INSTALLATION & CONSTRUCTION OF COLD FORMED STEEL LIGHT FRAMED CONSTRUCTION SHALL BE IN ACCORDANCE <br />WITH CBC 2210 <br />ALL COLD FORMED STEEL LIGHT <br />FRAMED CONSTRUCTION & <br />MATERIALS SHALL BE PER ICC <br />ESR-1538 <br />EXIST. WD. JOISTS - <br />PROVIDE BLOCKING <br />WHERE NECESSARY <br />3 - #10 x 1" WOOD <br />SCREWS @ ALL TOP <br />CONN. <br />TYP. TOP CONNECTION @ DIAGONAL BRACING <br />EXIST. 2X FRAMING - <br />PROVIDE BLOCKING <br />WHERE NECESSARY <br />3 - #10 x 1" WOOD <br />SCREWS @ ALL TOP <br />CONN. <br />TYP. TOP CONNECTION @ CEILING RUNNERS <br />NOTE: TOP CONNECTION CONDITIONS TO APPLY <br />TO ALL FRAMING DETAILS <br />SE <br />E <br /> <br />A <br />- <br />2 <br />. <br />0 <br />PROVIDE CONT. PLUG-IN LED TAPE <br />LIGHTING BY LEDI INSPIRE V4 NUDE <br />TAPE LIGHT - ALL COVES, TYP. <br />6" <br />3 #10 S.M.S. PER LAP <br />20 GA. X 3-5/8" MTL. STUD <br />AT 16" O.C. <br />SCREW TRACK TO VERT. STUD W/ <br />2- #10 SMS AT 16" O.C. <br />TYP. HARD-LID CL'G: <br />" TYPE 'X' GYP. BD. ON 3-5/8" X 20 GA. MTL. STUD JOISTS AT 16" O.C. MAX. SPAN <br />11'-6" - FOR GREATER SPANS (UP TO 16'-0") ADD VERT. TIE TO STRUCTURE ABOVE - <br />ICC ESR-1538 <br />TOP TRACK - ATTACH AT 24" O.C. <br />MAX W/2 #10 SCREWS, (TYP.) - <br />CONNECTIONS PER DETAIL 1A6.0 <br />(TYP.) <br />3 5/8" X 20 GA. MTL. DIAG. <br />BRACING AT 48" O.C. MAX. <br />ATTACH TO STRUCT. SOFFIT <br />EXIST. U/S ROOF <br />STRUCT. <br />CEILING SYSTEM PER <br />CBC 2506.2.1 & ASCE 7-05 <br />ICC ESR-1308 <br />4 <br />A6.0 <br />COVE LIGHTING DETAIL <br />SCALE: 1-1/2"=1'-0" <br />6" <br />6" <br />CONNECTIONS PER <br />DETAIL 1A6.0 (TYP.) <br />SE <br />E <br /> <br />A <br />- <br />2 <br />1' <br />- <br />0 <br />" <br />SEE PLAN <br />3 #10 S.M.S. PER <br />LAP <br />20 GA. X 3-5/8" MTL. STUD <br />AT 16" O.C. <br />SCREW TRACK TO VERT. STUD W/ 2- <br />#10 SMS AT 16" O.C. <br />TYP. HARD-LID CL'G: <br />" TYPE 'X' GYP. BD. ON <br />3-5/8" X 20 GA. MTL. <br />STUD JOISTS AT 16" O.C. <br />MAX. SPAN 11'-6" - FOR <br />GREATER SPANS (UP TO <br />16'-0") ADD VERT. TIE TO <br />STRUCTURE ABOVE - <br />ICC ESR-1538 <br />3 5/8" X 20 GA. MTL. DIAG. <br />BRACING AT 48" O.C. MAX. <br />ATTACH TO BLKG. ABOVE W/ 3 #10 <br />S.M.S. PER CONN, TYP. ALL LOCNS. <br />20 GA. X 3-5/8" MTL. <br />STUD AT 16" O.C. <br />1' <br />- <br />0 <br />" <br />1' <br />- <br />0 <br />" <br />1'-0" <br />20 GA. X 3-5/8" MTL. STUD <br />AT 16" O.C. <br />2 <br />A6.0 <br />CEILING SOFFIT AT RECEPTION <br />SCALE: 1-1/2"=1'-0" <br />A-6.0 <br />INTERIOR <br />DETAILS <br />Dr <br />. <br /> <br />K <br />a <br />l <br />a <br />n <br />t <br />a <br />r <br />i <br /> <br />D <br />e <br />n <br />t <br />a <br />l <br /> <br />O <br />f <br />f <br />i <br />c <br />e <br /> <br />SHEET NO. <br />2509 <br />REVISIONS: <br />5/30/2025DATE: <br />PROJECT NO. <br />DE <br />N <br />T <br />A <br />L <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br /> <br />T <br />E <br />N <br />A <br />N <br />T <br /> <br />I <br />M <br />P <br />R <br />O <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />22 <br />2 <br />2 <br /> <br />S <br />. <br /> <br />B <br />r <br />i <br />s <br />t <br />o <br />l <br /> <br />S <br />t <br />r <br />e <br />e <br />t <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />A <br />, <br />B <br />, <br />C <br />, <br /> <br />D <br />, <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4