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FACE OF WALL TYPICAL <br />1 LAYER 5/8" TYPE X <br />GYPSUM BOARD CEILING LATERAL-FORCE BRACING ASSEMBLIES. <br />INSTALL AT A MAX. 12'-0" x 8'-0" <br />SPACING AND A MAX. 6'-0" FROM <br />CEILING PERIMETER. PROVIDE FOUR # <br />12 GAUGE SPLAYED BRACING WIRES <br />ORIENTED 90 DEGREES FROM EACH <br />OTHER. SEE DETAIL <br />PROVIDE VERTICAL HANGER WIRE PER <br />SUSPENDED CEILING NOTES THIS SHEET. A <br />MAX. 8" FROM CEILING PERIMETER. ALIGN <br />WITH SEISMIC BRACING BOTH DIRECTIONS. <br />RESTRAINED PERIMETER <br />(2 ADJACENT SIDES TYP.) <br />UN <br />R <br />E <br />S <br />T <br />R <br />A <br />I <br />N <br />E <br />D <br /> <br />P <br />E <br />R <br />I <br />M <br />E <br />T <br />E <br />R <br />(2 <br /> <br />A <br />D <br />J <br />A <br />C <br />E <br />N <br />T <br /> <br />S <br />I <br />D <br />E <br />S <br /> <br />T <br />Y <br />P <br />. <br />) <br />UNRESTRAINED PERIMETER <br />(2 ADJACENT SIDES TYP.) <br />RE <br />S <br />T <br />R <br />A <br />I <br />N <br />E <br />D <br /> <br />P <br />E <br />R <br />I <br />M <br />E <br />T <br />E <br />R <br />(2 <br /> <br />A <br />D <br />J <br />A <br />C <br />E <br />N <br />T <br /> <br />S <br />I <br />D <br />E <br />S <br /> <br />T <br />Y <br />P <br />. <br />) <br />8" <br /> <br />M <br />A <br />X <br />. <br />8" MAX. <br />CONTINUOUS MAIN RUNNERS <br />CR <br />O <br />S <br />S <br /> <br />R <br />U <br />N <br />N <br />E <br />R <br />S <br />CONTINUOUS MAIN RUNNERS PER <br />SUSPENDED CEILING NOTES ON THIS <br />SHEET. <br />CONTINUOUS 7/8" 25 GAGE GALVANIZED <br />HAT SECTION CROSS-FURRING AT 24 <br />INCHES O.C. MAX. <br />A8.0 <br />8 <br />A8.0 <br />3 <br />A8.0 <br />8 <br />FLOOR SLAB PER <br />ASSEMBLY TYPE <br />ROOF DECK PER ASSEMBLY TYPE <br />SUSPENDED GYP. BOARD <br />CEILING PER REFLECTED <br />CEILING PLAN <br />PROVIDE VERTICAL HANGER WIRE <br />PER SUSPENDED CEILING NOTES THIS <br />SHEET. A MAX. 8" FROM CEILING <br />PERIMETER. ALIGN WITH SEISMIC <br />BRACING BOTH DIRECTIONS. <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />PE <br />R <br /> <br />R <br />E <br />F <br />L <br />E <br />C <br />T <br />E <br />D <br />UN <br />R <br />E <br />S <br />T <br />R <br />A <br />I <br />N <br />E <br />D <br /> <br />PE <br />R <br />I <br />M <br />E <br />T <br />E <br />R <br />RE <br />S <br />T <br />R <br />A <br />I <br />N <br />E <br />D <br /> <br />P <br />E <br />R <br />I <br />M <br />E <br />T <br />E <br />R <br />LATERAL-FORCE BRACING ASSEMBLIES. <br />INSTALL AT A MAX. 12'-0" x 8'-0" SPACING <br />AND A MAX. 6'-0" FROM CEILING <br />PERIMETER. PROVIDE FOUR #12 GAUGE <br />SPLAYED BRACING WIRES ORIENTED 90 <br />DEGREES FROM EACH OTHER. <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />PE <br />R <br /> <br />R <br />E <br />F <br />L <br />E <br />C <br />T <br />E <br />D <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />PE <br />R <br /> <br />R <br />E <br />F <br />L <br />E <br />C <br />T <br />E <br />D <br />FLOOR SLAB PER <br />ASSEMBLY TYPE <br />SUSPENDED GYP. BOARD <br />CEILING PER REFLECTED <br />CEILING PLAN <br />SUSPENDED GYP. BOARD <br />CEILING PER REFLECTED <br />CEILING PLAN <br />FLOOR SLAB PER <br />ASSEMBLY TYPE <br />CEIL <br />I <br />N <br />G <br /> <br />N <br />O <br />TES ON <br /> <br />T <br />H <br />I <br />S SH <br />EET <br />PER <br /> <br />S <br />USPE <br />N <br />DED <br />O.C.2'-0" <br />7/8" 25 GAGE GALVANIZED HAT <br />SECTION CROSS-FURRING AT 24 <br />INCHES O.C. MAX. <br />CONTINUOUS MAIN RUNNERS PER <br />SUSPENDED CEILING NOTES ON THIS SHEET. <br />VERTICAL HANGER WIRE PER <br />SUSPENDED CEILING NOTES THIS <br />SHEET. MINIMUM 3 TIGHT TURNS IN 1 <br />1/2" BOTH ENDS (TYPICAL) <br />COMPRESSION STRUT (MAXIMUM KL/R RATIO OF 200 OR LESS) <br />WITH 16 GA. TOP TRACK MINIMUM 30" LONG FASTENED INTO <br />BOTTOM OF FLOOR/ROOF ASSEMBLY. <br />12 GA. BRACING WIRE W/ MIN. 4 TIGHT <br />TURNS IN 1 1/2" BOTH ENDS OF WIRE <br />CONNECTED TO RUNNER CHANNEL. <br />SLOPE OF BRACING WIRES SHALL NOT <br />EXCEED 45 DEGREES FROM THE PLANE <br />OF THE CEILING AND WIRES SHALL BE <br />TAUT (TYPICAL) <br />2" (MAX) FROM BRACING WIRES TO <br />COMPRESSION STRUT AND RUNNER <br />CHANNEL <br />. <br />CLR. <br />1/2" <br />BO <br />A <br />R <br />D <br /> <br />P <br />E <br />R <br /> <br />A <br />S <br />S <br />E <br />M <br />B <br />L <br />Y <br /> <br />T <br />Y <br />P <br />E <br />HE <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />G <br />Y <br />P <br />S <br />U <br />M <br /> <br />W <br />A <br />L <br />L <br />8" MAX. <br />4" GALV. METAL STUD BLOCKING. <br />IF REQUIRED <br />METAL STUD FRAMING PER <br />PLAN/ASSEMBLY TYPE. <br />GYPSUM WALL BOARD PER <br />PLAN/ASSEMBLY TYPE. <br />CONTINUOUS MAIN RUNNERS PER <br />SUSPENDED CEILING NOTES ON <br />THIS SHEET. <br />HAT CHANNEL CONT. 7/8" 25 GA. <br />GALVANIZED HAT SECTION <br />CROSS-FURRING AT 24 INCHES <br />O.C. MAX. <br />PERIMETER FRAME DRYWALL BEAD <br />PERIMITER CLOSURE ANGLE <br />FASTEN TO MAIN CHANNEL <br />RUNNERS AT RESTRAINED ENDS. <br />HANGER WIRE. LOAD <br />TEST PER SUSPENDED <br />CEILING NOTES. <br />BO <br />A <br />R <br />D <br /> <br />P <br />E <br />R <br /> <br />A <br />S <br />S <br />E <br />M <br />B <br />L <br />Y <br /> <br />T <br />Y <br />P <br />E <br />HE <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />G <br />Y <br />P <br />S <br />U <br />M <br /> <br />W <br />A <br />L <br />L <br />METAL STUD FRAMING PER <br />PLAN/ASSEMBLY TYPE. <br />CLR. <br />1/2" <br />CONTINUOUS MAIN RUNNERS PER <br />SUSPENDED CEILING NOTES ON <br />THIS SHEET. <br />CONT. 7/8" 25 GA. GALVANIZED HAT <br />SECTION CROSS-FURRING AT 24 <br />INCHES O.C. MAX. <br />PERIMITER CLOSURE ANGLE <br />FASTEN TO MAIN CHANNEL <br />RUNNERS AT RESTRAINED ENDS. <br />PERIMETER FRAME DRYWALL BEAD <br />4" GALV. METAL STUD BLOCKING. <br />IF REQUIRED <br />8" MAX. <br />GYPSUM WALL BOARD PER <br />PLAN/ASSEMBLY TYPE. <br />HANGER WIRE. LOAD <br />TEST PER SUSPENDED <br />CEILING NOTES. <br />6" MAX <br />HANGER WIRE. LOAD TEST PER SUSPENDED <br />CEILING NOTES. <br />CONTINUOUS MAIN RUNNERS PER <br />SUSPENDED CEILING NOTES ON THIS SHEET. <br />4" GALV. STUDS AT PANEL PERIMETER. <br />SCREW TO CEILING MAIN RUNNERS AND <br />CHANNELS. PROVIDE ATTACHMENT PLATES <br />AS NECESSARY AT CORNERS TO STIFFEN <br />CONT. 7/8" 25 GA. GALVANIZED HAT SECTION <br />CROSS-FURRING AT 24 INCHES O.C. MAX. <br />PERIMETER FRAME DRYWALL BEAD <br />ACCESS PANEL RECESSED - PAINT TO <br />MATCH CEILING <br />GENERAL NOTE: <br />1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOUNTING <br />INSTRUCTIONS AND USING THE RECOMMENDED MOUNTING HARDWARE. <br />ARCHITECTURAL <br />CEILING GRID <br />CEILING <br />HANGER <br />WIRE <br />ARCHITECTURAL <br />CEILING GRID <br />INTERGRAL GALVANIZED LIPPED <br />STEEL MOUNTING CHANNEL <br />FIXTURE WHIP <br />FROM JUNCTION <br />BOX (1,829mm (6') <br />LONG MAX) <br />HANGER WIRE & MOUNTING CHANNEL <br />ATTACHED TO STRUCTURE REFER TO <br />SPECIFICATION SECTION 26 51 00 <br />WIRE TIE THROUGH <br />MOUNTING CHANNEL <br />& CROSS BEAM, TYP. <br />WIRE TIE THROUGH <br />MOUNTING CHANNEL <br />& CROSS BEAM, TYP. <br />ARCHITECTURAL <br />CEILING GRID <br />ACOUSTICAL <br />CEILING TILE (TYP) <br />ARCHITECTURAL <br />CEILING GRID <br />LOCKING SQUARE <br />WASHER & NUT <br />JUNCTION BOX <br />6.35mm (1/4") SCREW <br />(E) or (N) 3" x 1/4" DIA EYE-BOLT <br />SCREW W/FULL THREAD <br />EMBEDMENT - 1" MIN <br />(E) or (N) WOOD JOIST <br />\TO REMAIN - TYPICAL <br />(E) OR (N) 12-GAUGE HANGER WIRE <br />- MIN 3 TURNS WRAP <br />MA <br />X <br />3" <br />(E) or (N) 3" x 1/4" DIA EYE-BOLT <br />SCREW W/FULL THREAD <br />EMBEDMENT - 1" MIN <br />(E) OR (N) 12-GAUGE HANGER WIRE <br />- MIN 3 TURNS WRAP <br />ATTACHMENT TO WOOD STRUCTURE - VERTICAL ATTACHMENT TO WOOD STRUCTURE - SPLAY WIRE <br />(E) or (N) 3" x 1/4" DIA EYE-BOLT <br />SCREW W/FULL THREAD <br />EMBEDMENT - 1" MIN <br />SIDE MOUNT LOCATION <br />731 South Highway 101, Suite 1M, <br />Solana Beach, CA 92075 <br />(714) 639-9860 <br />ry-aoarchitects.com <br />Plan Check Number: <br />Project Number: <br />20 <br />2 <br />2 <br /> <br />R <br />Y <br />+ <br />A <br />O <br />, <br /> <br />L <br />L <br />P <br />Th <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />a <br />r <br />e <br /> <br />c <br />o <br />p <br />y <br />r <br />i <br />g <br />h <br />t <br /> <br />p <br />r <br />o <br />t <br />e <br />c <br />t <br />e <br />d <br />. <br /> <br /> <br />U <br />n <br />d <br />e <br />r <br /> <br />s <br />u <br />c <br />h <br /> <br />p <br />r <br />ot <br />e <br />c <br />t <br />i <br />o <br />n <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />u <br />s <br />e <br /> <br />i <br />s <br /> <br />n <br />o <br />t <br /> <br />p <br />e <br />r <br />m <br />i <br />t <br />t <br />e <br />d <br />. <br /> <br />T <br />h <br />e <br />s <br />e <br /> <br />p <br />la <br />n <br />s <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />o <br />r <br /> <br />u <br />s <br />e <br />d <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />b <br />y <br /> <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br /> <br />O <br />r <br />a <br />n <br />g <br />e <br />. <br />c <br />SEAL <br />CONSULTANT <br />Dr <br />a <br />w <br />i <br />n <br />g <br /> <br />F <br />i <br />l <br />e <br /> <br />N <br />a <br />m <br />e <br />: <br />Sh <br />e <br />e <br />t <br /> <br />P <br />l <br />o <br />t <br />t <br />e <br />d <br />: <br />S H E E T <br />-- <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />r <br />o <br />b <br />e <br />r <br />t <br />s <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />A <br />O <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />2 <br />0 <br />2 <br />3 <br />- <br />0 <br />6 <br />4 <br />6 <br /> <br />SC <br />E <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />B <br />l <br />d <br />g <br /> <br />C <br /> <br />S <br />e <br />i <br />s <br />m <br />i <br />c <br /> <br />R <br />e <br />t <br />r <br />o <br />f <br />i <br />t <br />_ <br />a <br />o <br />_ <br />c <br />o <br />m <br />m <br />_ <br />r <br />o <br />b <br />e <br />r <br />ts <br />. <br />r <br />v <br />t <br />6/ <br />1 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />5 <br />: <br />4 <br />0 <br />: <br />3 <br />5 <br /> <br />P <br />M <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />2023-0646 <br />8631 RUSH STREET <br />ROSEMEAD, CA 91770 <br />626-302-3687 <br />SOUTHERN CALIFORNIA EDISON <br />SC <br />E <br /> <br />- <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />B <br />l <br />d <br />g <br /> <br />C <br /> <br />V <br />o <br />l <br />u <br />n <br />t <br />a <br />r <br />y <br />Se <br />i <br />s <br />m <br />i <br />c <br /> <br />R <br />e <br />t <br />r <br />o <br />f <br />i <br />t <br />13 <br />2 <br />7 <br /> <br />S <br />O <br />U <br />T <br />H <br /> <br />G <br />R <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />SA <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 />101119260 <br />A8.0 <br />2024-01-24 Issue for Plan Check <br />2024-02-21 Issue for City Planning <br />2024-06-11 Re-Issue for Plan Check <br />Scale: <br />N.T.S.1TYPICAL CEILING PLAN <br />Scale: <br />1/8" = 1'-0"2TYPICAL CEILING SECTION <br />Scale: <br />3/8" = 1'-0"3TYPICAL GYPSUM BOARD CEILING SUSPENSION SYSTEM <br />Scale: <br />N.T.S.7GYP. BD. PARALLEL TO MAIN RUNNER <br />Scale: <br />N.T.S.8GYP. BD. PERPENDICULAR TO MAIN RUNNER <br />Scale: <br />N.T.S.9CEILING ACCESS PANEL <br />2024-06-11 A Revision 1 <br />Scale: <br />N.T.S.11EXIT SIGN MOUNTING - LAY IN CEILING <br />Scale: <br />3" = 1'-0"4HANGER WIRE CONNECTION @ WOOD ROOF FRAMING <br />A <br />REN. 4/30/25 <br />No. C-11043 <br />RICHARD S.YEN <br />STATE OF CALIFORNIA <br />REGISTERED ARCHITEC <br />T <br />2024-06-11 <br />1327 S Grand Ave <br />12/12/2024