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#12 HANGER WIRE <br /> TEE GRID SYSTEM <br />ACOUSTICAL <br />CEILING PANELS <br />PERIMETER TRIM <br />4"H U.N.O. <br />T-BAR CONNECTOR CLIP <br />SEISMIC CLIP <br />"TEGULARIZE" CUT PANELS AT <br />PERIMETER <br />"T" BAR <br />SUSPENDED ACOUSTICAL <br />CEILING PANEL <br />HEMMED ANGLE MOUNDING <br />PARTITION AS SCHEDULED, SEE <br />PLAN FOR TYPE <br />WIRE HANGER <br />3/4" MIN. <br />8" MAX. <br />7/8" <br />NOTE: <br />USE SLIP CONNECTION AT TWO ADJACENT WALLS. AT <br />THE TWO OTHER, SECURE THE MAIN AND CROSS TEES <br />TO THE WALL ANGLE TO FORM A FIXED CONNECTION. <br />VERIFY WITH CEILING MANUFACTURER THE REQ'D <br />CLEAR DIMENSION BETWEEN CEILING TEE AND WALL. <br />(4) 12GA. SPLAY WIRES <br />(ATTACH TO MAIN RUNNER <br />ONLY)@ 45° FROM CLNG. <br />PLANE + 90° FROM EACH <br />OTHER PARALLEL TO CROSS <br />TEES AND MAIN RUNNERS. <br />SPACE @ 12' O.C. MAX BOTH <br />DIRECTIONS. <br />HEAVY DUTY MAIN RUNNER @ 4'-0" O.C. <br />LOCKING CROSS <br />TEES @ 2'-0" O.C. TYP. <br />MAX. <br />MAX. <br />2" <br />2" <br />TYP. 12GA. HANGER WIRE <br />ATTACHED TO STRUCTURE <br />ABV. COMPRESSION STRUT. <br />ANGLE CLIP-PINNED TO <br />CEILING STRUCTURE AND <br />BOLTED TO VERTICAL <br />COMPRESSION STRUT <br />TYP. 12 GA. HANGER WIRE @ <br />4' O.C. + W/IN 8" OF PERIM. <br />WALL OR CLNG. <br />DISCONTINUITY. ADD. WIRES <br />W/IN 3" OF EA. CORNER OF <br />EA. FIXTURE + 2 ADD. WIRES <br />ATTACHED TO OPP. <br />CORNERS OF FIXTURES. <br />COMPRESSION STRUT SEE <br />STRUT CONNECTION DETAIL <br />3/A9.2-1 FOR ATTACHMENT TO <br />STRUCTURE ABOVE. LOCATE <br />ON MAIN RUNNER ON CENTER <br />OF 12x24 FIELD GRID, STARTING <br />AT MAX. OF 6'-0" FROM <br />PERIMETER.• <br />• <br />• <br />NOTES: <br />1. AREA OF CEILING PER EACH BRACE NOT TO <br />EXCEED 144 SQ. FT <br />2. FIRST BRACING POINT WITHIN 6 FT. OF EACH <br />WALL. <br />3. BRACE POINT ON MAIN RUNNER NOT TO EXCEED <br />2" DISTANCE FROM CROSS RUNNER. <br />4. COMPLY WITH CBC 2022 FOR CEILING SUPPORT. <br />5. AT LIGHT FIXTURES PROVIDE SAFETY CLIPS TO <br />TIE TO CLNG. LIGHT FIXTURE (ALL TYPES) <br />MECHANICALLY ATTACHED TO GRID (TWO PER <br />FIXTURE UNLESS INDEPENDENTLY SUPPORT), <br />REQUIRED FOR: <br />- PENDANT-HUNG FIXTURES DIRECTLY SUPPORTED <br />FROM STRUCTURE WITH 9 GA. WIRE <br />- RIGID LAY-IN OR CAN FIXTURES: <br />LESS THAN OR EQUAL TO 10LBS, ONE WIRE <br />TO STRUCTURE <br />11-56 LBS: TWO WIRES FROM HOSUING TO <br />STRUCTURE <br />EQUAL TO OR GREATER THAN 57 LBS: <br />SUPPORTED DIRECTLY TO STRUCTURE <br />TOP CLIP (MECHANICALLY FASTENED) <br />SPRING CLIP <br />VERTICAL HANGER WIRE <br />BULB CLIP (MECHANICALLY FASTENED) <br />"T" BAR CROSS TEE <br />"T" BAR MAIN RUNNER <br />TEGULAR ACOUSTIC PANEL <br />WIRE HANGER <br />NOTES: <br />1. SEE SCHEDULE FOR FINISH CEILING TYPE <br />2. USE MANUFACTURER RECOMMENDED SEISMIC PERIMETER <br />CONNECTION AT TWO ADJACENT WALLS. AT THE TWO REMAINING <br />WALLS, SECURE THE MAIN AND CROSS TEES TO THE WALL ANGLE TO <br />FORM A FIXED CONNECTION <br />ELEVATION <br />SCHEDULED SUSPENDED <br />CEILING SYSTEM <br />3/4" MIN8" <br />BRACING WIRES, 12 <br />GAUGE MIN. <br />PLAN <br />8"6'-0" MAX 12'-0" O.C. <br />6' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />12 <br />' <br />- <br />0 <br />" <br /> <br />O <br />. <br />C <br />. <br />90°90° <br />3/4" MIN. CLEAR <br />CROSS RUNNER OR <br />MAIN RUNNERRIGID VERTICAL STRUT @ 12'-0" O.C. <br />I.C.B.O. #2244, SEE DET. 2, 3/A9.4-1 <br />NOTE: <br />TIE MAIN AND CROSS RUNNER TO TWO ADJACENT WALLS THAT WITH FIXIED <br />CONNECTIONS, 7/A9. 4-1. THE OTHER TWO ADJACENT WALLS SHALL BE A SLIPPED <br />CONNECTION, 1/A9.4-1 <br />. <br />45 <br />, <br />0 <br />0 <br />° <br />. <br />PERIMETER VERTICAL HANGER WIRES, TYP. <br />ATTACH <br />SCREW <br />THROUGH <br />EITHER TOP <br />FASTENER <br />OPENING <br />8 MAX. <br />PERIMETER <br />HANGER <br />WIRE <br />7/8" <br />SEISMIC <br />CLIP (USG <br />ACM7) <br />PERIMETER <br />CLOSURE <br />(MOLDING) <br />2 <br />ALIGN <br />.25" MOUNTING HOLE <br />CAM LATCH <br />.625" RECESS <br />PLASTIC GROMMET <br />ADHESIVE MASTIC <br />DRYWALL BEAD <br />HINGE <br />PANEL WIDTH AS SPECIFIED <br />0' <br /> <br />- <br /> <br />2 <br /> <br />1 <br />/ <br />2 <br />" <br />ALIGN <br />EDGE MOULDING <br />HANGER WIRE, SEE A9.4-1 & <br />A9.4-2 FOR CONNECTION AND <br />MIN. SPACING REQUIREMENTS <br />SUSPENDED SOFFIT <br />ACT CEILING, SEE RCP <br />B.O. CLG. <br />SEE R.C.P. <br />SOFFIT <br />COLUMN W/ <br />FIREPROOFING, S.S.D. <br />L TRIM 2-1/2 INCH DRML-300 <br />#10 SMS, TYP. <br />2-1/2" C-CHANNEL <br />ACT CEILING, WHERE OCCURS, <br />SEE RCP <br />SLIP CONNECTION <br />HANGER WIRE, SEE A9.4-1 & <br />A9.4-2 FOR CONNECTION AND <br />MIN. SPACING REQUIREMENTS <br />1. SIM. REVEALS @ STRUCTURAL PENETRATION OF ACT CLG. <br />2. 4" ACT. TRIM IN LIEU OF 2 1/2 L TRIM @ ACT CLG. <br />B.O. CLG <br />SEE RCP <br />PER R.C.P. <br />2 <br />1 <br />/ <br />2 <br />" <br />2"2" <br />SOFFIT <br />COLUMN W/ <br />FIREPROOFING, S.S.D. <br />L TRIM 2-1/2 INCH DRML-300 <br />#10 SMS, TYP. <br />2-1/2" C-CHANNEL <br />ACT CEILING, WHERE OCCURS, <br />SEE RCP <br />SLIP CONNECTION <br />HANGER WIRE, SEE A9.4-1 & <br />A9.4-2 FOR CONNECTION AND <br />MIN. SPACING REQUIREMENTS <br />1. SIM. REVEALS @ STRUCTURAL PENETRATION OF ACT CLG. <br />2. 4" ACT. TRIM IN LIEU OF 2 1/2 L TRIM @ ACT CLG. <br />B.O. CLG <br />SEE RCP <br />PER R.C.P. <br />2 <br />1 <br />/ <br />2 <br />" <br />2"2" <br />JOIST STUD AS NEEDED SEE <br />04/A9.4-3 <br />SOFFIT FRAMING, <br />#10 SMS, TYP. <br />#142.1 <br />RFI <br />TRANSITION TRIM <br />HANGER WIRE <br />TO <br />STRUCTURE <br />CROSS TEE <br />\MAIN BEAM <br />ACOUSTICAL LAY-IN PANEL <br />HANGER WIRE <br />TO <br />STRUCTURE <br />MAIN BEAM <br />ACOUSTICAL LAY-IN PANEL <br />CROSS TEE <br />ST <br />09-30-2025 <br />O <br />ARCHITECT <br />FOFCALE <br />REN. <br />AT ARN <br />NO. <br />SE <br />LICNE <br />C-27893 <br />D <br />T <br />EC <br />HIT <br />ARC <br />DAVID SCHNEE <br />I <br />U <br />E <br />I <br />H <br />U <br />9 <br />AS.O <br />A <br />F R A N CN <br />4 0 8 0 <br />H <br />I <br />N <br />S <br />L11 <br />AL <br />E <br />CR <br />N D E N VA <br />,N I N G <br />CRAE <br />TCEIT <br />S C <br />S <br />N <br />N <br />G R O U P <br />7 <br />S <br />5 06 <br />C <br />0718 <br />2 <br />P <br />R <br />A <br />O <br />90 <br />A <br />EU <br />C <br />+ <br />ER <br />4 <br />SHEET TITLE AND NO. <br />SHEET NOTES <br />ISSUE DATE <br />PROJECT: <br />CA REG. <br />Project Arch.---- <br />---- <br />PERMIT SET 1ST ISSUANCE <br />BID SET <br />FINAL PERMIT/CONFORM SET <br />09/29/2023 <br />04/30/2024 <br />08/02/2024 <br />22575-01 <br />26 CIVIC CENTER <br />PLAZA <br />SANTA ANA <br />CA 92701 <br />SANTA ANA <br />LIBRARY <br />RENOVATION <br />CITY OF SANTA ANA <br />26 CIVIC CENTER PLAZA <br />SANTA ANA, CA 92701 <br />REV # DESCRIPTION DATE <br />1 BACKCHECK REV-1 03.01.2024 <br />2 CITY REVIEW REV-1 08.02.2024 <br />3 CITY REVIEW REV-2 10.18.2024 <br />4 CITY REVIEW REV-3 01.27.2025 <br />5 CITY REVIEW REV-4 04.07.2025 <br />6 CITY REVIEW REV-5 06.27.2025 <br /> <br />REVIEWED FOR CONSTRUCTABILITY: <br /> 80470 <br />SEAN THOMAS. P.E. RCE NO: <br />PRINCIPAL CIVIL ENGINEER <br />DATE: <br />RECOMMENDED FOR CONSTRUCTION: <br /> 62968 <br />JASON GABRIEL. P.E. RCE NO: <br />PRINCIPAL CIVIL ENGINEER <br />DATE: <br />A9.4-1 <br />INTERIOR DETAILS- <br />CEILINGS <br /> 6" = 1'-0"1 ICL- SUSPENDED CLG- SLIP CONNECTION @ PERIMETER <br /> 3" = 1'-0"2 ICL- SUSPENDED CLG <br /> 3" = 1'-0"3 ICL- SUSPENDED CLG COMPRESSION STRUT <br /> 6" = 1'-0"4 ICL- SUSPENDED CLG AT GRID <br /> 3" = 1'-0"5 ICL- SUSPENDED CLG PLAN AND ELEVATION <br /> 6" = 1'-0"7 ICL- SUSPENDED CLG AT FIXED PERIMETER <br /> 3" = 1'-0"8 ICL- ACCESS PANEL AT GYP. BD. CLG <br /> 3" = 1'-0"11 ICL - TYP. ACT @ GYP. SOFFIT <br /> 1 1/2" = 1'-0"12 ICL - COLUMN @ GYP. SOFFIT CROSS SECTION <br /> 1 1/2" = 1'-0"14 ICL - COLUMN @ GYP. SOFFIT CROSS SECTION LONG SPAN <br />#020 <br />ASI <br />#60 <br />RFI <br /> 3" = 1'-0"9 ICL - ACOUSTIC CEILING FLOATING EDGE <br /> 3" = 1'-0"6 ICL- ACT TRANSITION AT DIFFERENT HEIGHTS <br />#159.1 <br />RFI