|
MAX TYP
<br />45°.
<br />VERTICAL STRUT @ 12'-0" O.C. MAX &
<br />6'-0" MIN FROM PERIMETER WALLS
<br />FRO MAIN RUNNERS & 4'-0" FOR
<br />CROSS RUNNERS. REFER TO DETAIL
<br />ON THIS SHEET.
<br />12 GA VERTICAL HANGER
<br />WIRE @ 4'-0" EACH WAY W/
<br />MIN 3 TIGHT TURNS IN 1 1/2"
<br />BOTH ENDS OF WIRE (TYP)
<br />12 GA. SPLAY BRACE WIRE IN
<br />4 DIRECTIONS 90 DEG APART
<br />@ 12'-0" X 8'-0" O.C. WITH 4
<br />TIGHT TURNS IN 1 1/2"
<br />NOTES:
<br />1. 2" MAX FROM BRACING WIRES TO CROSS RUNNERS.
<br />2. SUSPENDED CEILING ATTACHMENTS IN ACCORDANCE WITH ICC ESR #1222
<br />MAIN RUNNERS
<br />MAIN RUNNERS
<br />S
<br />E
<br />N
<br />W
<br />4'-0" TYP
<br />SEE NOTE 1
<br />EA WAY
<br />45°.
<br />45°.
<br />MAX TYP
<br />60°.
<br />SUPPLEMENTARY HANGER WIRE, WHERE
<br />REQ'D (REFER TO CHART ON THIS SHEET).
<br />WIRE TO BE 12 GA WITHIN 3" OF EACH
<br />CORNER OF LIGHT FIXTURE. SPLAY WIRES
<br />AS SHOWN AND FASTEN TO STRUCTURE.
<br />MIN. OF 3 WIRE TURNS EA CONNECTION
<br />POINT.
<br />12 GA FIXTURE SUPPORT WIRES
<br />AT A MIN OF 2 CORNERS
<br />LOCATED DIAGONALLY @ EA
<br />FIXTURE. FIXTURE SUPPORT
<br />WIRE SUPPLIED BY CEILING
<br />CONTRACTOR.
<br />MAIN STRUCTURAL
<br />RUNNER 4'-0" O.C.
<br />CROSS TEE
<br />RECESSED FLUORESCENT
<br />FIXTURE
<br />THIS DETAIL APPLIES TO SEISMIC CATEGORIES
<br />D/E/F. FOR CATEGORY C, SEE CHART ON THIS
<br />SHEET.
<br />AT UNATTACHED WALLS:
<br />PROVIDE APPROVED SEISMIC CLIPS AT
<br />EACH T-BAR PER DETAIL ON THIS SHEET.
<br />STANDARD 7/8" PERIMETER MOLDING TO
<br />BE PROVIDED.
<br />UN
<br />A
<br />T
<br />T
<br />A
<br />C
<br />H
<br />E
<br />D
<br />
<br />W
<br />A
<br />L
<br />L
<br />UNATTACHED WALL
<br />ATTACHED WALL
<br />ONLY WHEN EXPRESSLY APPROVED BY
<br />THE ARCHITECT AS A DEDUCT ALTERNATE
<br />SHALL 2" MOLDING BE PROVIDED IN LIEU
<br />OF CLIPS. THIS ALTERNATE REQUIRES
<br />SPREADER BARS AS INDICATED IN
<br />DASHED LINES
<br />AT ATTACHED WALLS:
<br />PROVIDE APPROVED SEISMIC CLIPS AT
<br />EACH T-BAR PER DETAIL ON THIS SHEET.
<br />STANDARD 7/8" PERIMETER MOLDING TO
<br />BE PROVIDED.
<br />ONLY WHEN EXPRESSLY APPROVED BY
<br />THE ARCHITECT AS A DEDUCT ALTERNATE
<br />SHALL POP RIVETS BE USED
<br />GRID END CLEARANCE AT UNATTACHED
<br />WALLS TO MEET MIN. CODE RQTS. REFER
<br />TO TABLE ON THIS SHEET.
<br />PERIMETER HANGER WIRES AT CROSS
<br />AND MAIN RUNNERS, AS REQUIRED BY
<br />CODE. REFER TO TABLE ON THIS SHEET.
<br />VERTICAL HANGER WIRES (12GA) @ 4' O.C.
<br />MAX)
<br />COMPRESSION EMT POST PER SCHEDULE
<br />HANGER WIRE
<br />BRACE WIRES, TYP
<br />CROSS TEE
<br />MAIN TEE
<br />COMPRESSION STUD OR
<br />CHANNEL & VERTICAL
<br />SUPPORT PER SCHEDULE
<br />BRACE WIRES, TYP
<br />CROSS TEE
<br />MAIN TEE
<br />COMPRESSION STUD OR
<br />CHANNEL & VERTICAL
<br />SUPPORT PER SCHEDULE
<br />CROSS TEE
<br />MAIN TEE
<br />ANGLED SPLAY STUDS
<br />(SET AT SAME ANGLE
<br />TO GRID AND 90 DEG TO
<br />EACH OTHER)
<br />OR LESS45 DEG
<br />TYP
<br />2" MAX, TYP
<br />EMT CONDUIT SCHEDULE
<br />3/4" DIA UP TO 4'-0"
<br />1" DIA UP TO 5'-6"
<br />1 1/4" DIA UP TO 7'-0"
<br />METAL STUD SCHEDULE
<br />(1) 3-5/8" (25GA)-UP TO 8'-0"
<br />(2) 1-5/8" (25GA)-UP TO 10'-0"
<br />INSTALL PER BELOW
<br />(2) 2-1/2" (25GA)-UP TO 15'-0"
<br />INSTALL PER BELOW
<br />(2) 3-5/8" (25GA) -UP TO 20'-0"
<br />INSTALLED AS FOLLOWS:
<br />METAL CHANNEL SCHEDULE
<br />250T125-33 (20GA) - UP TO 6'-0"
<br />400S137-33 (20GA) - UP TO 8'-0"
<br />TUBE STRUT OPTION
<br />STUD/CHANNEL OPTION 1
<br />STUD/CHANNEL OPTION 2
<br />#8 SMS @
<br />12" O.C.
<br />HANGER WIRE
<br />8" MAX.
<br />7/8" ANGLE TO
<br />MATCH
<br />T-BAR, TYP.
<br />8" MAX.
<br />7/8"
<br />EXPANSION CLIP,
<br />FIXED
<br />TO PERIMETER ANGLE,
<br />INSTALLED PER MNF
<br />HANGER WIRE
<br />8" MAX.
<br />TYP. - ATTACH 7/8" ANGLE TO:
<br />A) 18 GA. STUD W/1-1/4"
<br />S-12 PAN HEAD SCREWS
<br />B)18 GA. STUD W/1-1/4" HI-LO
<br />MOD. OVAL HEAD
<br />7/8"
<br />8" MAX.
<br />CODE REQ'D GAP
<br />EXPANSION CLIP, ALLOWED
<br />TO SLIP, INSTALLED PER
<br />MNF
<br />DETAIL AT FIXED CONDITION DETAIL AT SLIP CONDITION
<br />CODE REQ'D GAP
<br />REFER TO CHART ON THIS SHEET
<br />NOTE:
<br />REFER TO ICC
<br />#ESR-1222 & 3336
<br />APPROVED SHOT-IN ANCHOR (HILTI
<br />OR EQUAL). CLIP PER FIG 4A ABOVE.
<br />SELF-TAPPING SCREWS ONLY
<br />ALLOWED PRIOR TO CONC. POUR
<br />STRUCTURAL CONCRETE FILL
<br />CONC. SLAB (CISCA FIG 5-B/C/D)
<br />WIRE 'PIGTAIL' W/ 2" DIA LOOP & 4" TAIL
<br />(ONLY ACCEPTABLE W/ CONC. FILL)
<br />APPROVED SHOT-IN ANCHOR (HILTI OR
<br />EQUAL). CLIP PER FIG 4A ABOVE.
<br />APPROVED "RED HEAD" EYE BOLT IS
<br />ALSO ACCEPTABLE (LOAD TEST REQ'D)
<br />1.5"x1.5"x13GAx3" ANGLE ATTACHED TO
<br />DECK W/ APPROVED SHOT PINS (HILTI OR
<br />EQUAL)
<br />SLOT END OF TUBE. FASTEN TO
<br />ANGLE W/ #10 x 2" S.M.S.
<br />CUT METAL STUD FLANGES & BEND 90
<br />DEGREES. ATTACH TO STRUCTURE W/
<br />APPROVED SHOT-IN ANCHOR (HILTI OR
<br />EQUAL).
<br />2"
<br />CHANNE
<br />L STRUT
<br />TUBE
<br />STRUT
<br />COMPRESSION STRUT ATTACHMENT
<br />C
<br />MAIN RUNNERS: 1-1/2" COLD ROLLED
<br />CHANNEL. @ 48" O.C. MAX. PROVIDE 9GA
<br />VERTICAL HANGER WIRES @ 36" MAX & 8"
<br />MAX FROM PERIMETER WALLS, WITH
<br />SADDLE TIE WRAPPED WITH 3 TIGHT
<br />TURNS
<br />BRACE WIRES/STRUTS: PROVIDE FOR
<br />EACH 96 SF OF CEILING AREA.
<br />BRACE WIRES MAY BE OMITTED FOR
<br />CONTINUOUS LEVEL CEILING WITH
<br />POSITIVE ATTACHMENT TO ALL
<br />PERIMETER WALLS
<br />96 SF
<br />DRYWALL FURRING CHANNELS: 7/8" x 25
<br />GA @ 16" O.C. MAX. ATTACH GYP. BD. W/ 1"
<br />HI-LO TYPE 'S' BUGLE HEAD SCREWS @ 12"
<br />O.C. MAX (3-1/4" MIN EDGE DISTANCE)
<br />ATTACH MAIN RUNNERS TO PERIMETER
<br />WALLS W/ CONTINUOUS 1.5"x1.5"x16GA
<br />ANGLE. ATTACH TO RUNNER WITH #8 x
<br />1/2" S.M.S.
<br />4" X 16 GA. STEEL STUD
<br />COMPRESSION STRUT (MAX. LENGTH
<br />5'-0")
<br />ATTACH FURRING CHANNEL W/ SADDLE TIE
<br />16 GA. WIRE & 2 TIGHT TURNS TYP. EA
<br />RUNNER.
<br />MAIN RUNNERS: 1-1/2" COLD ROLLED
<br />CHANNEL. @ 48" O.C. MAX. PROVIDE
<br />9GA VERTICAL HANGER WIRES @ 36"
<br />MAX & 0-8" MAX FROM PERIMETER
<br />WALLS & DISCONTINUITIES, WITH
<br />SADDLE TIE WRAPPED WITH 3 TIGHT
<br />TURNS.
<br />NOTCH STRUT AT MAIN RUNNER.
<br />SECURE W/ 1-1/4" DIA MACHINE BOLT
<br />12 GA MIN. BRACE WIRES WHERE
<br />REQUIRED. SPLAY IN FOUR
<br />DIRECTIONS 90 DEG APART. CONNET
<br />TO MAIN RUNNER AT 2" MAX FROM
<br />CROSS RUNNER AND TO STRUCTURE
<br />ABOVE AT 45 DEG MAX SLOPE.
<br />BRACE POINTS TO BE AT 12'-0"
<br />INTERVALS, & 4'-0" MAX FROM
<br />PERIMETER WALLS. SADDLE TIE TO
<br />MAIN RUNNER W/ 4 TIGHT TURNS IN 1
<br />1/2". MAINTAIN CLEARANCE AT ALL
<br />CONSTRUCTION
<br />5/8" TYPE 'X' GYP. BD.
<br />ALIGN
<br />STEEL STUD FRAMING TO
<br />STRUCTURE ABOVE
<br />SUSPENDED ACOUSTICAL
<br />TILE CEILING
<br />SUSPENDED 5/8" GWB
<br />CEILING
<br />6"
<br />METAL FRAMING
<br />SUSPENSION CEILING
<br />SEE REFLECTED
<br />CEILING PLAN
<br />CASING BEAD
<br />GYPSUM BOARD
<br />0' - 6 3/64"
<br />1/2"
<br />1/2"
<br />PER RCP
<br />6"
<br />SCALE:3" = 1'-0"
<br />SUSPENDED ACOUSTICAL CEILING AXON02
<br />SCALE:3" = 1'-0"
<br />CEILING - TYP LIGHT FIXTURE03
<br />SCALE:1/4" = 1'-0"
<br />SUSPENDED ACOUSTICAL CEILING PLAN01
<br />SCALE:3" = 1'-0"
<br />CEILING - TYP COMPRESSION STRUT04
<br />SCALE:3" = 1'-0"
<br />CEILING - TYPICAL T-BAR GRID @ WALL05
<br />Design Standards
<br />Ceiling systems (including fixtures, etc) <= 2.5 PSF
<br />Ceiling systems (including fixtures, etc) > 2.5 PSF
<br />Minimum intersection strength limits @ MT / CT (1)
<br />Vertical hanger wire 12-gauge @ 4' o.c.
<br />Connection device from vertical wire to the structure above must
<br />sustain min 100 lbs
<br />Main tee classifications (Minimum)
<br />1 in 6 max plumb of vertical hanger wires
<br />Perimeter vertical hanger wires (12-gauge) not more than 8"
<br />from wall (or 1/4 length of tee, whichever is less)
<br />Gap between main/cross runners and Unattached Walls
<br />Perimeter closure (molding) width
<br />Grid connection to perimeter attached on two adjacent walls
<br />Perimeter tee ends tied together to prevent spreading
<br />Horizontal restraint (splay wires or rigid bracing) within 2" of
<br />intersection and splayed 90° apart at 45° angles
<br />Compression posts (struts) 12' o.c. in both directions, starting 6'
<br />from walls
<br />Splay bracing connection strength 200 lbs or the design load,
<br />whichever is greater
<br />Partition attachment
<br />Seismic separation joint or full height partition (2)
<br />Rigid bracing for ceiling plane elevation changes
<br />Expansion joint at intersections of corridors and at junctions of
<br />corridors and lobbies or other similar areas
<br />Special Inspections as required by ASCE 7-05 Sec 13.5.6.2.2
<br />(h)
<br />Metal panels & panels weighing > 0.5 PSF other than acoustical
<br />tiles shall be positively attached to the ceiling suspension
<br />runners
<br />ASTM E580
<br />CISCA 0-2
<br />CISCA 3-4
<br />60 lbs
<br />Required
<br />Not Required
<br />Intermediate-duty
<br />Required
<br />Not Required
<br />unless molding is
<br />less than 7/8"
<br />Min 3/8"
<br />Min 7/8" (or
<br />Perimeter Wires)
<br />Not Permitted
<br />Required
<br />Required (4)
<br />Not Required
<br />Not Required
<br />Allowed only if
<br />ceiling is able to
<br />move laterally
<br />Not Required
<br />Not Required
<br />Not Required
<br />Not Required (5)
<br />Not Required
<br />ASTM C635,
<br />C636, & E580
<br />ASCE 7-13.5.6.2.1
<br />CISCA 3-4
<br />CISCA 3-4
<br />180 lbs
<br />Required
<br />Required
<br />Heavy-duty
<br />Required
<br />Required
<br />Min 3/4"
<br />Min2" or Approved
<br />Seismic Clips
<br />Required
<br />Required
<br />Required (4)
<br />Required
<br />Required
<br />Bracing
<br />independent of
<br />ceiling splay
<br />bracing
<br />Required for
<br />areas > 2,500 sq.
<br />ft.
<br />Required
<br />Required (3)
<br />Not Required (5)
<br />Required (3)
<br />Category D,E,FCategory CBasic Connections, Perimeter, and Lateral Splay Bracing
<br />BUILDING SEISMIC CATEGORY
<br />Light fixture (all types) mechanically attached to grid NEC
<br />410-16 (two per fixture unless independently supported)
<br />Surface-mounted fixtures attached to grid with at least two
<br />positive clamping devices made of min 14-gauge material each
<br />with a 12-gauge suspension wire to structure above
<br />Pendant-hung fixtures directly supported from structure with 9-
<br />gauge wire (or approved alternative)
<br />All Recessed or drop-in light fixtures
<br /> ≤ 10 lbs – one wire to structure (may be slack)
<br /> 11 to 56 lbs – two wires from housing to structure (may be
<br />slack)
<br /> ≥ 57 lbs – supported directly to structure by approved
<br />Required
<br />Not Required
<br />Required
<br />Required
<br />Required
<br />Required
<br />Light Fixture Attachment
<br />Required
<br />Required (3)
<br />Required
<br />All directly
<br />supported from
<br />structure with two
<br />12-gauge wire
<br />located at diagonally
<br />opposite corners.(3)
<br />Intermediate Duty Main Tees with cross tee rating below 16
<br />lbs./LF:
<br />Min. 12-gauge hanger wires must be attached to the grid
<br />members within 3 inches of each corner of each light fixture.
<br />Heavy Duty Main Tees with cross tee rating below 16 lbs./LF:
<br />Min. 12-gauge hanger wires must be attached to the supporting
<br />cross tee within 3 inches of the corner of each light fixture.
<br />Supplementary hanger wires for Heavy Duty Main Tees with
<br />cross tee rating equal to 16 lbs./LF
<br />Light Fixture Supplementary Hanger Wires
<br />Required
<br />Required
<br />Not Required
<br />Air terminals
<br />≤ 20 lbs – positively attached to grid
<br />21 to 56 lbs – positively attached to grid and
<br />two wires to structure (may be slack)
<br />≥ 57 lbs – directly supported to structure
<br />Sprinkler heads and other penetration clearance
<br />Cable trays and electrical conduit independently supported and
<br />braced
<br />Service Applications
<br />Required
<br />Required
<br />Required
<br />Min 2" dia. opening
<br />or a swing joint
<br />Required
<br />(1) Required for ceilings larger than 1,000 square feet.
<br />(2) Where substantiating design calculations are not provided.
<br />(3) Modification to ASTM E580 as required by CBC Sec 1616
<br />(4) Ceilings under 144 SF or ceilings constructed of plaster or gypsum boards and secured at all perimeter
<br />walls
<br />are exempt from lateral load reqts. (CISCA 3-4, pg1, Sec 2)
<br />(5) CBC Sec 1613.1 excludes adoption of ASCE 7-05 Appendix 11A (which contains the special inspection
<br />requirement). However, GC to verify with local jurisdiction whether special inspection will be required.
<br />Required
<br />Required
<br />Required
<br />Min 3/8" on all
<br />sides
<br />Not Required
<br />1. SPLICES ARE NOT PERMITTED IN ANY HANGER OR SPLAY WIRES. WIRES TO BE TAUT
<br />WITHOUT CAUSING THE CEILING TO
<br />LIFT.
<br /> .
<br />2. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES
<br />WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1-1/2". HANGER OR
<br />BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER
<br />THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE
<br />DIRECTION OF THE FORCES ACTING ON THE WIRE. (NOTE: WIRE TURNS MADE BY
<br />MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN
<br />WAIVE THE 1-1/2" REQUIREMENT, BUT THE NUMBER OF TURNS SHALL BE MAINTAINED AS
<br />BEING AS TIGHT AS
<br />POSSIBLE.)
<br /> .
<br />3. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF
<br />CARRYING NOT LESS THAN 100 POUNDS. SUSPENSION WIRES SHALL NOT HANG MORE
<br />THAN 1 IN 6 OUT OF PLUMB UNLESS COUNTERSLOPING WIRES ARE PROVIDED. WIRES
<br />SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATIERAL OR EQUIPMENT. A
<br />TRAPEZE OR EQUIVELANT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE
<br />DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK
<br />1-1/4 INCH COLD ROLLED CHANNELS FOR SPANS EXCEEDING 48
<br />INCHES.
<br /> .
<br />4. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A
<br />MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR
<br />THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR 2, WHICHEVER IS
<br />GREATER.
<br /> .
<br />5. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6" FROM ALL UNBRACED
<br />DUCTS, PIPES, CONDUITS,
<br />ETC
<br /> .
<br />6. NON-BEARING PARTITIONS THAT EXTEND TO AND TERMINATE AT A SUSPENDED CEILING,
<br />AND ARE SUPPORTED LATERALLY BY AN APPROVED BRACING SYSTEM MAY BE
<br />CONSIDERED AS NOT ADDING TO THE LATERAL LOAD REQUIRED TO BE RESISTED BY THE
<br />CEILING
<br />SYSTEM.
<br /> .
<br />7. SPLICES OR INTERSECTIONS OF CROSS RUNNERS SHALL BE ATTACHED THROUGH
<br />CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH END TABS OR OTHER
<br />APPROVED CONNECTORS. SUCH THROUGH CONNECTORS SHALL BE CAPABLE OF
<br />TRANSFERRING A MEANS OF ULTIMATE TENSION / COMPRESSION FORCE OF 180
<br />POUNDS.
<br /> .
<br />8. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER
<br />HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN
<br />ACOUSTICAL UNITS, UNLESS OTHERWISE
<br />NOTED.
<br /> .
<br />9. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH
<br />ADJACENT FINISH, UNLESS OTHERWISE
<br />NOTED.
<br /> .
<br />10. SHEET METAL SCREWS (SMS) SHALL BE HILTI KWIK-PRO SELF DRILLING SCREWS PER ICC
<br />ESR-2196 (OR
<br />EQUAL).
<br /> .
<br />11. POWDER ACTUATED/DRIVEN FASTENERS SHALL BE HILTI X-U SHOTPINS PER ICC ESR-2269
<br />(OR
<br />EQUAL).
<br /> .
<br />12. EXPANSION ANCHORS SHALL BE HILTI KB-TZ ANCHORS PER ICC ESR- 1917 (OR EQUAL).
<br />SCALE:1" = 1'-0"
<br />CEILING ATTACHMENT DETAILS09
<br />GENERAL CEILING NOTES
<br />MINIMUM CODE REQUIREMENTS
<br />SCALE:1/4" = 1'-0"
<br />SUSPENDED GYP. BD. CEILING PLAN07
<br />SCALE:1" = 1'-0"
<br />SUSPENDED GYP BD CEILING AXON06
<br />SCALE:3" = 1'-0"
<br />CEILING - GYP BD TO ACT TRANSITION08
<br />SHEET NOTES
<br />GENERAL NOTES
<br />© Gensler
<br />Date Description
<br />Project Name
<br />Project Number
<br />Description
<br />Scale
<br />Seal / Signature
<br />2022
<br />Tel 949.863.9434
<br />Fax 949-553-1676
<br />4675 MacArthur Court
<br />Suite 100
<br />Newport Beach, CA
<br />92600
<br />USA
<br />As indicated
<br />9/23/2024 2:53:57 PM
<br />BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt
<br />R2.I6.300
<br />SUSPENDED CEILING DETAILS
<br />07.3897.000
<br />3rd & Broadway Interior
<br />301 N. Broadway, Santa Ana, CA
<br />06.13.2022 ISSUE FOR PLAN CHECK
<br />A 08.10.2022 REISSUE FOR PLAN CHECK
<br />C 06.17.2024 REVISION TO PERMIT
<br />11/12/2024
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