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BRACE SCHEDULE <br />BRACE MAX. SPAN <br />3 5 <br />8"x20GA. STUD L=10'-0" <br />3 5 <br />8"x18GA. STUD L=12'-0" <br />2 - 4"x18GA. STUD <br />BACK TO BACK L=18'-0" <br />W/2 #10 @ 12" O/C <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 />UL DES. U465 <br />STC 40 RATING PER USG-860808 <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 />PROVIDE 2 #10 S.M.S. @ <br />16" O/C - 2 # 10 S.M.S. PER <br />DIAG. LAP <br />8' <br />- <br />0 <br />" <br />3 5/8" X 20 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. STRUCTURE ABOVE <br />3 - #10 x 1" WOOD <br />SCREWS - SEE TOP CONN. <br />INSET ON 1A6.0 <br />RAMSET SERIES 1500 0.145 DIA./1" EMBED. <br />SHOT PINS AT 16" O.C. PER ICC ESR-1799 <br />5/8" GYP. BD. EA. SIDE <br />OVER 3 5/8" X 20 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 />12ga. BRACING WIRE @ <br />12'-0"o.c. EA. WAY W/ 4 <br />TIGHT TURNS IN 1 1/2" BOTH <br />ENDS OF WIRE (TYP.) <br />ATTACH STRUT TO CROSS <br />RUNNER W/#14 S.M.S. MAX. <br />2" FROM MAIN RUNNER <br />2" (MAX.) FROM BRACING <br />WIRE TO CROSS RUNNERS <br />2x BLKG. W/"SIMPSON" <br />(A35), EA. END, EA. SIDE <br />(WHERE REQUIRED) <br />#12 GA. VERTICAL WIRE <br />HANGER <br />3/4" RIGID MTL. ELEC. <br />CONDUIT, CRIMP BOTH <br />ENDS & ATTACH TO JOIST <br />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 />A6.0 <br />SPLAYED WIRE SYSTEM & COMP. STRUT <br />N.T.S. <br />3 <br />A6.0 <br />TYP. CEILING DETAIL <br />SCALE: 1-1/2"=1'-0" <br />5/8" TYPE 'X' GYP. BD. EA. SIDE 3 <br />5/8" X 20 GA. MTL. STUD <br />FRAMING AT 16" O.C. - <br />PROVIDE MIN. 3- #10 SHEET MTL <br />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 />20 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 <br />20 GA. MTL. STUD JOISTS AT 16" <br />O.C. MAX. SPAN 11'-0" - FOR <br />GREATER SPANS (UP TO 16'-0") <br />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 7-16 <br />ICC ESR-1308 <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: SPRINKLER HEADS/PENETRATIONS SHALL HAVE A 2" OVERSIZE RING/SLEEVE TO ALLOW <br />FREE MOVEMENT ON AT LEAST 1" <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 />BERC-2 CLIPS PER ICC ESR-1308 <br />NOTE <br />1. FOR CEILING AREAS EXCEEDING <br />1000 SQ. FT. HORIZ. RESTRAINT OF <br />SYSTEM TO BE TIED DIRECTLY TO <br />STRUCTURAL WALL / ROOF SYSTEM. <br />RIGIS BRACES PERMITTED IN LIEU OF <br />DIAG. SPLAY WIRES. <br />ARMSTRONG SEISMIC Rx HEAVY DUTY <br />SUSPENSION SYSTEM - SUPRAFINE XL <br />7500 9 <br />16" TEE SERIES <br />CEILING SYSTEM PER <br />CBC 2506.2.1 & ASCE 7-16 <br />ICC ESR-1308 <br />NOTE: SPRINKLER <br />HEADS/PENETRATIONS SHALL HAVE A <br />2" OVERSIZE RING/SLEEVE TO ALLOW <br />FREE MOVEMENT ON AT LEAST 1" <br />CEILING TILE: ARMSTRONG CLEAN <br />ROOM FL/VL - WHITE - 15 <br />16 " - 24"x24" <br />CEILING TILE: ARMSTRONG DUNE - <br />WHITE - TEGULAR 9 <br />16" - 24"x24" <br />PERIODIC SPECIAL INSPECTIONS IS <br />REQUIRED PER CBC SECTION 1704.3, <br />1705.1.1 #3 & 1705.14.2. PROVIDE <br />SPECIAL INSPECTIONS PER ICC REPORT <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 />8 <br />A6.0 <br />LIGHT FIXTURE <br />N.T.S. <br />NOTES: <br />FIXTURES WEIGHING LESS THAN 56 LBS USE 2 SLACK 12 GA. <br />SAFETY WIRES AT DIAGONAL CORNERS <br />FIXTURES WEIGHING MORE THAN 56 LBS USE 4 TAUT 12 GA. <br />WIRES (1 EA. CORNER) ATTACHED TO STRUCTURE ABOVE <br />-ENSURE WIRES CAN SUPPORT 4X WEIGHT OF FIXTURE. <br />22 GA. ANNOD. <br />ALUM. END CAP <br />-FULL HT. <br />EXPOSED END <br />PREFINISHED <br />BLACK <br />EXIST. ANNOD. <br />ALUM. WINDOW <br />MULLION <br />2 <br />A6.0 <br />EXPOSED END WALL <br />SCALE: 1 1/2"=1'-0" <br />WALL PER 1A6.0 <br />EXISTING WDW. <br />BATT INSULATION <br />FULL HEIGHT <br />MULLION MATE 3 W/ OPT. SERIES <br />911FINAL FORMS I CAP - ATTACH. PER <br />MANU. REQ. - PROVIDE GASKET W/ <br />ADHESIVE <br />11 <br />A6.0 <br />TYP. FIRE-STOPPING / PIPE PENETRATION <br />SCALE: 1-1/2 "=1'-0" <br />RIGID STEEL PIPE (NO <br />FLEX OR PLASTIC) <br />NOTES: <br />DETAILS TO BE USED IN CONJUNCTION WITH STANDARD GUIDE SPECIFICATIONS <br />CONTAINING REQUIREMENTS FOR FIRE STOP SYSTEMS, MATERIALS AND ACCESSORIES, ETC. <br />3M 'FIRE BARRIER <br />SEALANT CP-25WB+' <br />FIRE STOP / SEALANT <br />SYSTEM, OR EQUIV. <br />(TYP.) (UL 1479) <br />FIRE RATED <br />FLOOR <br />ASSEMBLY <br />FIRE RATED WALL ASSEMBLY <br />THROUGH PENETRATIONS: UL W-L-2580 <br />F RATING: 1 & 2 <br />T RATING: 1 & 2 <br />SLEEVE: 2" (OR LESS) DIA. <br />CYL. SLEEVE 28GA MIN <br />SHEET STEEL W/ MIN 1" <br />LAP ALONG LONG. <br />SEAM. FRICTION FIT, <br />EXTEND 1" NOM. <br />BEYOND SURFACE <br />W-L-2580 <br />10 <br />A6.0 <br />1 HR. FIRE RATED WALL DETAIL <br />SCALE: 3"=1'-0" <br />PROVIDE 1 <br />LAYER <br />IMPACT <br />RESISTANT 5/8" <br />TYPE 'X' GYP. BD. <br />BOTH SIDES <br />20 GA. MTL. STUD <br />@ 16"o.c. <br />2 1 <br />2" <br />5 <br />8" MIN./ 3 <br />4" MAX. <br />R-13 INSULATION <br />(ACOUSTIC) <br />WALL: UL U465 <br />BOTTOM WALL: UL BW-S-0007 <br />HEAD WALL: HW-D-0134 <br />THROUGH PENETRATIONS: UL W-L-2580 <br />ICC ESR-1042 <br />LINE OF EXIST. 12" <br />CONC. SLAB <br />NO. 8 x 916" <br />WAFERHEAD <br />SCREW, TYP. 2 <br />BOTTOM OF <br />STRUCTURE <br />EQ.2 #10 WD. SCREWS @ <br />16"O/C <br />3M FD-150+ <br />FIRE-RATED <br />CAULKING <br />SLP-TRK SLOTTED <br />TRACK-MIN. 20 <br />GA, 3 5 8" WIDE, <br />MIN. 2 12" LEGS <br />NOTE: FILL JNTS W/ ELASTOMERIC FIRESTOP <br />SEALANT - 3M FD-150+ FIRE BARRIER CAULK <br />EQ. <br />LINE OF WOOD <br />FLOOR <br />EQ. <br />2 - #10 x 1" WOOD <br />SCREWS @ 16"O.C. <br />PER ICC ESR-1799, TYP. <br />EQ. <br />NON-RATED DEMISING WALL CONDITION SIMILAR. FIRE <br />CAULKING NOT NEEDED. DETAIL FOR PATCH/REPAIR ONLY <br />FILL, VOID, CAVITY: <br />FB1000 NS <br />FB-2000 (+) <br />FB-3000 WT <br />FIREDAM 150+ <br />IC 15WB+ <br />CP 25WB+ CAULK <br />WALL: UL U465 <br />TUNNEL CLG. CONDITION:UL U465 <br />BOTTOM WALL: UL BW-S-0007 <br />HEAD WALL CONDITION:HW-D-0134 <br />THROUGH PENETRATIONS: UL W-L-2580 <br />ICC ESR-1042 <br />12" SQ. HI-LOW VENTING <br />PROVIDE SINGLE HEAD <br />SPRINKLER TO BE <br />CONNECTED TO <br />DOMESTIC WATER SUPPLY. <br />PROVIDE 3M FIRE BARRIER <br />DUCT WRAP 615+ TO U/S <br />OF EXIST. CLG. <br />READ WITH MEDICAL GAS DRAWINGS <br />A6.0 <br />10 <br />A6.0 <br />10 <br />1 HR. RATED INTERIOR <br />WALL & CLG.: 5/8" GYP. <br />BD. EA. SIDE OVER 20 GA. <br />MTL. STUDS AT 16" O.C.W/ <br />R-13 BATT. INSUL. FULL HT. <br />12 <br />A6.0 <br />1 HOUR FIRE RATED GAS CLOSET <br />SCALE: 1"=1'-0" <br />SHEET NO. <br />2402 <br />REVISIONS: <br />4/12/2024DATE: <br />PROJECT NO. <br />PERMIT NO. <br />Dr <br />. <br /> <br />B <br />e <br />s <br />h <br />a <br />i <br /> <br />A <br />S <br />C <br />20 <br />1 <br />0 <br /> <br />E <br />. <br /> <br />1 <br />s <br />t <br /> <br />S <br />t <br />r <br />e <br />e <br />t <br />, <br /> <br />S <br />t <br />e <br />. <br /> <br />2 <br />0 <br />0 <br /> <br />& <br /> <br />2 <br />1 <br />0 <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 />5 <br />Ne <br />w <br /> <br />A <br />m <br />b <br />u <br />l <br />a <br />t <br />o <br />r <br />y <br /> <br />C <br />a <br />r <br />e <br /> <br />F <br />a <br />c <br />i <br />l <br />i <br />t <br />y <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 />10/31/25 <br />REN. DATE <br /> C-26955 <br />OIF <br />NRI <br />LOFCA <br />SAUNDERS <br />TATS <br />E <br />CETIHCADESRCILEN <br />NIALL F. <br />A <br />T <br />A-6.0 <br />INTERIOR <br />DETAILS <br />2010 E First St Units #200 <br />& 2102/19/2025