Laserfiche WebLink
12' - 0" MAX. <br />COMPRESSION STRUT SPACING <br />CO <br />M <br />P <br />R <br />E <br />S <br />S <br />I <br />O <br />N <br /> <br />S <br />T <br />R <br />U <br />T <br /> <br />SP <br />A <br />C <br />I <br />N <br />G <br />RESTRAINED PERIMETER <br />(2 ADJACENT SIDES TYP.) <br />6' - 0" MAX. <br />6' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />8' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <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 />*USE "SUSPENDED ACOUSTICAL CEILING AT <br />EXIT WAYS" DETAIL FOR ALL EXIT WAYS <br />LATERAL-FORCE BRACING ASSEMBLIES. INSTALL <br />AT A MAX. 12'-0" x 8'-0" SPACING AND A MAX. 6'-0" <br />FROM CEILING PERIMETER. PROVIDE FOUR #12 <br />GAUGE SPLAYED BRACING WIRES ORIENTED 90 <br />DEGREES FROM EACH OTHER. SEE DETAIL <br />SLOTTED ANGLE STRUT STABILIZING BAR <br />TYPICAL AT UNRESTRAINED PERIMETER. <br />2'-0" x 2'-0" SUSPENDED <br />ACOUSTICAL CEILING <br />FACE OF WALL TYPICAL #12 GAUGE HANGER WIRE TYP. INSTALL AT A <br />MAX. 4'-0" SPACING AND A MAX. 8" FROM CEILING <br />PERIMETER. ALIGN WITH SEISMIC BRACING BOTH <br />DIRECTIONS. <br />A8.1 <br />4 <br />A8.1 <br />4 <br />A8.1 <br />3 <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 />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 />PE <br />R <br />I <br />M <br />E <br />T <br />E <br />R <br />*USE "SUSPENDED ACOUSTICAL <br />CEILING AT EXIT WAYS" DETAIL FOR <br />ALL EXIT WAYS <br />FLOOR SLAB PER <br />ASSEMBLY TYPE <br />SUSPENDED ACOUSTICAL CEILING <br />PER REFLECTED CEILING PLAN <br />ROOF DECK PER ASSEMBLY TYPE <br />#12 GAUGE HANGER WIRE TYP. INSTALL AT A <br />MAX. 4'-0" SPACING AND A MAX. 8" FROM <br />CEILING PERIMETER. ALIGN WITH SEISMIC <br />BRACING BOTH DIRECTIONS. <br />LATERAL-FORCE BRACING ASSEMBLIES. <br />INSTALL AT A MAX. 12'-0" x 8'-0" SPACING AND A <br />MAX. 6'-0" FROM CEILING PERIMETER. PROVIDE <br />FOUR #12 GAUGE SPLAYED BRACING WIRES <br />ORIENTED 90 DEGREES FROM EACH OTHER. <br />SEE DETAIL <br />O.C. <br />2' - <br />0 <br />" <br />O.C2' - <br />0 <br />" <br /> <br />.2" (MAX) FROM BRACING WIRES TO <br />COMPRESSION STRUT AND CROSS <br />RUNNER <br />12 GA. VERTICAL HANGER WIRE AT 4'-0" <br />EACH WAY (4' O.C. AT MAIN RUNNER) <br />MINIMUM 3 TIGHT TURNS IN 1 1/2" BOTH <br />ENDS (TYPICAL) <br />12 GA. BRACING WIRE W/ MIN. 4 TIGHT TURNS <br />IN 1 1/2" BOTH ENDS OF WIRE CONNECTED TO <br />MAIN RUNNER. SLOPE OF BRACING WIRES <br />SHALL NOT EXCEED 45 DEGREES FROM THE <br />PLANE OF THE CEILING AND WIRES SHALL BE <br />TAUT (TYPICAL) <br />COMPRESSION STRUT (MAXIMUM KL/R RATIO OF 200 OR <br />LESS) WITH 16 GA. TOP TRACK MINIMUM 30" LONG <br />FASTENED INTO BOTTOM OF FLOOR/ROOF ASSEMBLY. <br />MAIN RUNNER <br />CROSS RUNNER <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 />CLR. <br />1/2" <br />CEILING PANEL TYP. <br />PERIMETER CLOSURE ANGLE <br />ATTACHED TO RUNNER CHANNEL. <br />PERIMETER CLOSURE ANGLE <br />ATTACHED TO RUNNER CHANNEL. <br />CONTINUOUS MAIN RUNNERS TYP. <br />12 GA. HANGER WIRE @ 4'-0" O.C. W/ <br />ONE PAIR OF BRACING WIRES <br />PARALLEL TO WALL AT 12'-0" O.C. <br />3 TIGHT TURNS IN 1 1/2" MAX. <br />CROSS RUNNERS FASTENED <br />TO CONT. MAIN RUNNERS <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 />2"PERIMETER CLOSURE ANGLE <br />CROSS RUNNERS FASTENED <br />TO CONT. MAIN RUNNERS <br />RUNNER SPLICE <br />CLR. <br />1/2" <br />GYPSUM WALL <br />BOARD PER PLAN/ <br />ASSEMBLY TYPE. <br />4" GALV. METAL <br />STUD BLOCKING. <br />IF REQUIRED <br />METAL STUD <br />FRAMING PER <br />PLAN/ASSEMBLY <br />TYPE <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 />CLR. <br />1/2" <br />2" <br />8" MAX. <br />PERIMETER CLOSURE <br />RUNNER CHANNEL <br />SLOTTED ANGLE STRUT W/ HORIZ. <br />6D RINGSHANK NAIL. NAILS AT THE <br />END OF HORIZ. STRUTS ARE TO BE <br />PLACED WITH NAIL HEAD TOWARD <br />CENTER LINE OF SPAN OF STRUT. <br />CEILING PANEL <br />12 GA. HANGER WIRE. 3 <br />TIGHT TURNS IN 1 1/2" MAX.12 GA. HANGER WIRE. 3 <br />TIGHT TURNS IN 1 1/2" MAX. <br />METAL STUD <br />FRAMING PER <br />PLAN/ASSEMBLY <br />TYPE <br />4" GALV. METAL <br />STUD BLOCKING. <br />IF REQUIRED <br />GYPSUM WALL <br />BOARD PER PLAN/ <br />ASSEMBLY TYPE. <br />RUNNER CHANNEL <br />CEILING PANEL <br />PERIMETER CLOSURE <br />ANGLE ATTACHED TO <br />RUNNER CHANNEL. <br />PERIMETER CLOSURE <br />ANGLE ATTACHED TO <br />RUNNER CHANNEL. <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 />CLR. <br />1/2" <br />2" <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 />7 <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 />A8.1 <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 />1/8" = 1'-0"1TYPICAL SUSPENDED ACT CEILING PLAN <br />Scale: <br />1/8" = 1'-0"2TYPICAL SUSPENDED ACT CEILING SECTION <br />Scale: <br />3/8" = 1'-0"3TYPICAL SUSPENDED ACT CEILING SYSTEM <br />Scale: <br />N.T.S.4TYPICAL SUSPENDED ACT CEILING @ EXIT WAYS <br />Scale: <br />N.T.S.5ACT @ WALL (UNRESTRAINED)Scale: <br />N.T.S.10ACT @ WALL (RESTRAINED) <br />2024-06-11 A Revision 1 <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