|
4' - 0"8' - 0"
<br />12' - 0"
<br />6' - 0"
<br />FIXED END
<br />FREE END
<br />FREE END
<br />FIXED END
<br />FROM SPLAY
<br />WIRE TO WALL
<br />CROSS RUNNERS,TYP.
<br />CONT. MAIN RUNNER
<br />AT 4'-0" O.C., TYP.
<br />4 WAY 45 DEG. DIAGONAL 12
<br />GA. WIRE BRACING W/
<br />COMPRESSION STRUT
<br />LOCATED ON MAIN RUNNER
<br />PER DETAIL:
<br />12 GA.
<br />VERTICAL
<br />HANGER WIRES
<br />AT 4'-0" EA. WAY
<br />NOTE:
<br />1. CEILING GRID MAY BE ATTACHED TO NOT MORE THAN TWO (2) ADJACENT WALLS AND MUST
<br />BE AT LEAST 3/4" FREE OF OTHER WALLS.
<br />2. LOCATE COMPRESSION STRUT FOR EA. 96 S.F.
<br />03/A5-03
<br />FIXTURE SUSPENSION
<br />PER DETAIL:04/A5-03
<br />06
<br />A5-03 24 GA. CONT. WALL
<br />ANGLE, TYP.
<br />8" MAX
<br />STABILIZER BARS,
<br />CROSS TEES OR
<br />STRUTS 8" MAX. FROM
<br />WALL TYP. ALONG
<br />FREE JOINTS
<br />4' - 0" MAX.
<br />TYP.
<br />AT EXIT WAYS 11/A5-03
<br />SUSPENDED CEILINGS: SEISMIC DESIGN FOR CATEGORIES D THROUGH F (ASCE 7):
<br />1. SUSPENSION SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C635 AND E580 SECTION 5.1 AS MODIF IED BY CBC 1616A.1.21:
<br />• THE CEILING GRID SYSTEM SHALL BE RATED HEAVY DUTY AS DEFINED BY ASTM C635
<br />• HANGER AND BRACING WIRES SHALL BE #12 GAGE (0.106" DIAMETER), SOFT ANNEALED, AND GALVANIZED STEEL WIRES
<br />WITH CLASS 1 COATING. THEY MAY BE USED FOR UP TO AND INCLUDING 4'-0"x 4'-0" GRID SPACING ALONG AND
<br />ATTACHED TO MAIN RUNNERS. SPLICES ARE NOT PERMITTED IN ANY HANGER WIRE.
<br />• MAIN RUNNERS AND CROSS RUNNERS ALONG WITH THEIR SPLICES, INTERSECTION CONNECTORS, AND EXPANSION
<br />DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180
<br />LBS. IN COMPRESSION & TENSION, IN ACCORDANCE WITH ASTM 580 SECTION 5.1.2.
<br />2. SUSPENSION SYSTEM INSTALLATION, SHALL COMPLY WITH ASTM C636 AND E580 SECTION 5.2:
<br />• PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE
<br />SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF T HE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER
<br />OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END T EE IS EIGHT (8) INCHES
<br />OR LESS.
<br />• CEILING GRID MEMBERS SHALL BE ATTACHED TO T WO (2) ADJACENT WALLS, IN ACCORDANCE WITH ASTM E580 SECTION
<br />5.2.3. CEILING GRID MEMBERS SHALL BE AT LEAST 3/4" INCH CLEAR OF OTHER WALLS. IF WALLS RUN DIAGONAL T O THE
<br />CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE, AND A MINIMUM OF 3/4
<br />INCH CLEAR OF WALL.
<br />• THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN TWO (2) INCHES. USE OF
<br />ANGLES WITH SMALLER WIDTHS IN CONJUNCTION WITH PERIMETER CLIPS SHALL REQUIRE AN ALTERNATE MET HOD OF
<br />COMPLIANCE WITH ADEQUATE JUSTIFICATION AND ARE OUTSIDE THE SCOPE OF T HIS PROJECT.
<br />• AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT
<br />WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A
<br />METAL STRUT OR A #16 GAGE WIRE WIT H A POSITIVE MECHANICAL CONNECTION TO RUNNER MAY BE USED. WHERE
<br />THE PERPENDICULAR DISTANCE FROM THE WALL TO T HE F IRST PARALLEL RUNNER IS EIGHT (8) INCHES OR LESS, THIS
<br />INTERCONNECTION IS NOT REQUIRED.
<br />3. EXPANSION JOINTS, SEISMIC SEPARATIONS, AND PENETRATIONS:
<br />• EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS AND AT JUNCTIONS OF
<br />CORRIDORS WIT H LOBBIES OR OTHER SIMILAR AREAS.
<br />• FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT SHALL BE PROVIDED TO DIVIDE THE
<br />CEILING INTO AREAS NOT EXCEEDING 2500 SQ. F T.
<br />• PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT
<br />INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A T WO (2) INCH OVERSIZED RING,
<br />SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF ONE (1) INCH IN ALL HORIZONT AL
<br />DIRECTIONS. A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMMODATE ONE (1) INCH OF CEILING MOVEMENT
<br />SHALL BE PERMITTED TO BE USED IN LIEU OF THE OVERSIZED RING, SLEEVE OR ADAPTER. SUCH FLEXIBLE SPRINKLER
<br />HOSE SHALL BE ADEQUATELY SUPPORTED FROM SOFF IT SO AS NOT TO EXCEED THE MAXIMUM TRIBUTARY WEIGHT OF
<br />THE CEILING.
<br />4. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING.
<br />5. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING.
<br />6. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF CBC 1707A.6 IN ACCORDANCE
<br />WITH ASCE 7-05 SECTION 11A.1.3.9.
<br />CEILING FIXTURES, TERMINALS, AND DEVICES:
<br />a. CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR T ERMINALS/GRILLS, OR OTHER DEVICES(REFERRED
<br />TO ALL BY COMMON T ERM FIXTURES HERE AF TER).
<br />b. ALL FIXTURES SHALL BE MOUNTED IN A MANNER THAT WILL NOT COMPROMISE CEILING PERF ORMANCE.
<br />c. ALL F IXTURES SHALL BE ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS, UNLESS
<br />INDEPENDENTLY SUPPORTED. T HE ATT ACHMENT DEVICE SHALL HAVE THE CAPACITY OF 100% OF FIXTURE WEIGHT
<br />ACTING IN ANY DIRECTION. A MINIMUM OF T WO ATT ACHMENT DEVICES ARE REQUIRED FOR EACH F IXTURE.
<br />d. SURFACE MOUNTED FIXTURES SHALL BE ATT ACHED TO THE MAIN RUNNER WITH POSITIVE CLAMPING DEVICES MADE
<br />OF MATERIAL WITH A MINIMUM 14 GAGE. A NO.12 GAUGE SAF ETY WIRES SHALL BE ATT ACHED BETWEEN T HE
<br />CLAMPING DEVICE AND TO T HE STRUCTURE ABOVE. IN NO CASE SHALL THE FIXT URES EXCEED THE DESIGN
<br />CAPACITY OF THE SUPPORTING MEMBERS.
<br />e. ALL FIXTURES WEIGHING LESS THAN OR EQUAL T O 10 LB. SHALL HAVE ONE NO. 12 GAUGE SAFETY WIRE CONNECTED
<br />FROM F IXTURE HOUSING TO STRUCTURE ABOVE. IT IS NOT NECESSARY FOR THESE SAFETY WIRES TO BE TAUT .
<br />f. ALL F IXTURES WEIGHING GREATER THAN 10 LB BUT LESS THAN OR EQUAL TO 56 LB. SHALL HAVE TWO NO. 12 GAUGE
<br />SAFETY WIRE CONNECTED FROM FIXT URE HOUSING TO ST RUCTURE ABOVE. IT IS NOT NECESSARY FOR THESE
<br />SAFETY WIRES TO BE T AUT.
<br />g. ALL F IXTURES WEIGHING GREATER THAN 56 LB. SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY
<br />APPROVED HANGERS.
<br />h. PENDENT-HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY F ROM THE STRUCTURE ABOVE USING NO LESS THAN N0.
<br />9-GAUGE WIRE OR AN APPROVED ALTERNATE SUPPORT. THE CEILING SUSPENSION SYST EM SHALL NOT PROVIDE
<br />ANY DIRECT SUPPORT.
<br />i. ALL RECESSED OR DROP -IN F IXTURES SHALL BE SUPPORT ED DIRECTLY F ROM F IXTURE HOUSING TO T HE
<br />STRUCTURE ABOVE WIT H A MINIMUM OF T WO NO. 12 GAUGE WIRES LOCATED AT DIAGONALLY OPPOSITE CORNERS.
<br />LEVELING OR POSITIONING OF FIXTURES MAY BE PROVIDED BY CEILING GRID. FIXT URE SUPPORT WIRES MAY BE
<br />SLIGHT LY LOOSE TO ALLOW THE FIXTURE T O SEAT IN T HE GRID SYST EM. FIXT URES SHALL NOT BE SUPPORT ED
<br />FROM MAIN RUNNERS OR CROSS RUNNERS IF THE WEIGHT OF THE FIXT URES CAUSES T OT AL DEAD LOAD T O
<br />EXCEED THE DEFLECTION CAPABILITY OF THE CEILING SUSPENSION SYSTEM.
<br />(2) 12 GA. SLACK WIRE HANGERS FOR DEVICES THAT
<br />WEIGH LESS T HAN 56 LBS. (HEAVY DUTY GRID SYSTEM
<br />REQUIRED), PLACE ON DIAGONAL CORNERS
<br />(2) #8 SMS EA. SIDE
<br />HEAVY DUTY GRID SYSTEM
<br />HEAVY DUTY GRID SYSTEM HANGER WIRE (WHERE OCCURS)CEILING FIXTURE,
<br />TERMINAL, OR
<br />DEVICE (56# MAX)
<br />LATERAL FORCE BRACING:
<br />a. PROVIDE LATERAL-F ORCE BRACING ASSEMBLIES CONSISTING OF A STRUT AND FOUR (4) #12 GAGE
<br />BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER.
<br />b. LATERAL-FORCE BRACING ASSEMBLIES SHALL BE SPACED IN ACCORDANCE WITH AND FROM
<br />EACH WALL AND AT THE EDGES OF ANY CHANGE OF ELEVATION OF T HE CEILING.
<br />c. THE SLOPE OF BRACING WIRES MAY BE FROM 10 T O 45 DEGREES BUT MAY NOT EXCEED 45 DEGREES
<br />FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT.
<br />d. STRUTS SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING
<br />WIRES, AND SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB.
<br />EXCEPTION: LATERAL FORCE BRACING MAY BE OMITTED FOR SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH
<br />A CEILING AREA OF 144 SQ. F T. OR LESS, WHEN PERIMETER SUPPORT IN ACCORDANCE WITH ASTM E580 ARE
<br />PROVIDED AND PERIMETER WALLS ARE DESIGNED TO CARRY THE CEILING LATERAL FORCES.
<br />4 WAY 45 DEG. DIAGONAL
<br />12 GA. WIRE BRACING FOR
<br />TOP ATTACHMENT SEE
<br />DETAIL:
<br />12 GA. VERTICAL HANGER
<br />WIRES AT 4'-0" EA. WAY -
<br />FOR TOP ATTACHMENT
<br />SEE DETAIL:
<br />08/A5-03
<br />08 /A5-03
<br />1-1/2" MAX.1-1/2" MAX.
<br />TYP.
<br />3/4" MIN.
<br />1" MAX
<br />400S137-33 (20 GA) CENTERED
<br />OVER CROSS RUNNER -SLOT END
<br />AS NOTED. FOR TOP ATTACHMENT
<br />SEE DETAIL:09/A5-03
<br />CROSS RUNNER
<br />MAIN RUNNER
<br />(2) 1/4" DIA. MACHINE BOLT
<br />TYP.
<br />3/4" MIN.
<br />TYP.
<br />10 TO 45°
<br />02/A5-03
<br />FOR ATT ACHMENT TO
<br />WALL SEE &07/A5-03 12/A5-03
<br />MAXIMUM OF 8"MAXIMUM OF 8"
<br />NOTE:
<br />1. PROVIDE 12 GAGE HANGER WIRES AR T HE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES
<br />OF T HE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF T HE END TEE, WHICHEVER IS LESS, FOR
<br />THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF T HE
<br />END TEE IS EIGHT (8) INCHES OR LESS.
<br />2. NAILS AT ENDS OF HORIZONTAL STRUTS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN
<br />OF STRUT.
<br />3. SPACERS MAY BE SLOTTED APPROVED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL
<br />WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT.
<br />4. STEEL POP RIVETS SHALL HAVE MINIMUM ALLOWABLE SHEAR STRENGTH OF 120# AND ULTIMATE SHEAR
<br />STRENGTH OF 300#.
<br />STEEL POP RIVET AT
<br />ATTACHED SIDE ONLY
<br />TO RUNNER
<br />3/4" MIN. CLR.
<br />MAIN OR
<br />CROSS
<br />RUNNER
<br />HANGER
<br />WIRE
<br />CEILING
<br />PANEL
<br />15/16"X15/16" 24 GA
<br />CONT. PERIMETER
<br />ANGLE W/ (1) #10 SMS
<br />INTO WALL STUDS (24"
<br />O.C. MAX)
<br />CONT. SLOTTED ANGLE
<br />STRUT SPACER W/
<br />HORIZ. 6d RINGSHANK
<br />NAIL
<br />FREE
<br />END
<br />FIXED
<br />END
<br />WALL STUD (20 GA. MIN.)
<br />5/8" GYP. BD.
<br />(2) #10 SMS TO FRAMING
<br />1"x1"x3/4" 12 GA. HOCL -11 ANGLE
<br />12 GA. CEILING HANGER WIRE
<br />WITH 3 TIGHT TURNS IN 3" BOTH
<br />ENDS OF WIRE PER DETAIL 02 /A5-03
<br />1 TO 6 MAX. SLOPE FROM VERTICAL
<br />NOTE:
<br />1. APPLY DETAIL FOR PERIMETER WIRE ATT ACHMENT OR WHERE OBST RUCTIONS PREVENTS
<br />ATT ACHMENT TO STRUCTURE ABOVE.
<br />2. WALLS SHALL BE DESIGN F OR HANGER F ORCES.
<br />BRACING WIREHANGER WIRE
<br />ATT ACHMENT OF HANGER AND BRACING WIRES:
<br />a. HANGER WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR
<br />ROT AT ION OF THE MEMBER WITHIN THE LOOPS.
<br />b. SPLICES OF WIRES ARE NOT PERMITTED.
<br />c. HANGER OR BRACING WIRE ANCHORED TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE
<br />DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE.
<br />d. SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES
<br />CONDUITS, ETC.
<br />e. HANGER WIRES SHALL NOT BE ATTACHED TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. PROVIDE
<br />TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBST RUCTIONS TO TYPICAL HANGER SPACING.
<br />PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR
<br />DISCONTINUOUS AREAS.
<br />f. HANGER WIRES THAT ARE MORE T HAN 1 (HORIZ ONTAL) IN 6 (VERTICAL) OUT OF PLUMB SHALL REQUIRE PROJECT
<br />SPECIFIC DESIGN.
<br />g. WHEN DRILLED-IN CONCRETE ANCHORS OR PAF ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT
<br />OF 10 WIRE/ ANCHOR ASSEMBLIES SHALL BE FIELD TESTED FOR 200 LBS. IN TENSION. WHEN DRILLED-IN CONCRETE
<br />ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 WIRE/ANCHOR ASSEMBLIES SHALL BE FIELD T ESTED FOR 440
<br />LBS. IN TENSION IN T HE DIRECTION OF THE WIRE. PAF IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES.
<br />1-1/2"x1-1/2"x12GAx 2"
<br />CEILING CLIP, T YP. OR
<br />ALT HILT I Hilti X-CX ALH32
<br />HILTI KB -TZ2 3/8" DIA X 2"
<br />MIN. EFF. EMBED
<br />EXPANSION ANCHOR, TYP.
<br />(ICC ESR-4266)
<br />LWC/NWC OVER 20 GA
<br />MIN. METAL DECK
<br />12GA WIRE (ASTM A641
<br />WITH CLASS 1 COATING)
<br />WITH 4 TIGHT TURNS
<br />WITHIN 1-1/2" OF EACH
<br />END
<br />1-1/2"x1-1/2"x12GAx 1"
<br />CEILING CLIP, T YP. OR
<br />ALT HILT I Hilti X-CX ALH32
<br />HILTI X-U SHOT PIN
<br />0.157" DIA. W/ 3/4"
<br />EMBED
<br />(ESR-2269)
<br />LWC/NWC OVER 20 GA
<br />MIN. METAL DECK
<br />12GA WIRE (ASTM A641
<br />WITH CLASS 1 COATING)
<br />WITH 3 TIGHT TURNS
<br />WITHIN 3" OF EACH END
<br />10 to 45°
<br />1/2" MAX.
<br />1/2" TYP.
<br />1/2" TYP.
<br />CENTER OF BOLT AND
<br />FLUTE
<br />1/2" MAX
<br />1"
<br />3/4"3/4"
<br />1-1/2"x1-1/2"x12GA ANGLE
<br />OR 162T125-16 TRACK
<br />HILTI KB-TZ2 3/8" DIA X 2" MIN.
<br />EFF. EMBED EXPANSION
<br />ANCHOR, TYP. (ICC ESR-4266)
<br />400S137-33 (20 GA) -CUT
<br />FLANGES AND BEND
<br />HILTI KB2-T Z 3/8" DIA X 2" MIN.
<br />EFF. EMBED EXPANSION
<br />ANCHOR, TYP. (ICC ESR-4266)
<br />400S137-33 (20 GA) -
<br />ATTACHED WITH (2) #10 SMS
<br />MIN.
<br />LWC/NWC OVER 20 GA
<br />MIN. METAL DECK
<br />CENTER OF BOLT AND
<br />FLUTE
<br />LWC/NWC OVER 20 GA MIN.
<br />METAL DECK
<br />CENTER OF BOLT AND FLUTE
<br />MIN. 5/8"
<br />DIRECTLY TO STUDS
<br />BETWEEN STUDS
<br />WALL STUD (20 GA. MIN.)
<br />5/8" GP. BD.
<br />1"x1"x3/4" 12 GA. HOCL -11 ANGLE W/ (2)
<br />#10 X 1-1/4" SMS DIRECTLY TO STUD
<br />FRAMING
<br />12 GA. CEILING BRACE WIRE WITH 4 TIGHT
<br />TURNS IN 1-1/2" BOTH ENDS OF WIRE PER
<br />DET AIL:
<br />10° TO 45°
<br />10° TO 45°
<br />WALL STUD (20 GA. MIN.)
<br />5/8" GP. BD.
<br />1"x1"x3/4" 12 GA. HOCL -11 ANGLE W/ (2)
<br />#10 X 1-1/4" SMS DIRECTLY TO STUD
<br />FRAMING
<br />12 GA. CEILING BRACE WIRE WITH 4 TIGHT
<br />TURNS IN 1-1/2" BOTH ENDS OF WIRE PER
<br />DET AIL:
<br />600S137-54 METAL STUD SPAN (2) WALL STUDS
<br />MINIMUM, ANCHOR WITH (5) #10 X 1-1/4" SMS
<br />02/A5-03
<br />02/A5-03
<br />NOTE:
<br />1. PROVIDE 12 GAGE HANGER WIRES AR THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES
<br />OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR
<br />THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF T HE
<br />END TEE IS EIGHT (8) INCHES OR LESS.
<br />2. NAILS AT ENDS OF HORIZONTAL STRUTS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN
<br />OF STRUT.
<br />3. SPACERS MAY BE SLOTTED APPROVED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL
<br />WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT.
<br />4. STEEL POP RIVETS SHALL HAVE MINIMUM ALLOWABLE SHEAR STRENGTH OF 120# AND ULTIMATE SHEAR
<br />STRENGTH OF 300#.
<br />STEEL POP RIVET AT
<br />4'-0" O.C. MAX
<br />MAIN OR
<br />CROSS
<br />RUNNER
<br />HANGER
<br />WIRE
<br />CEILING
<br />PANEL
<br />15/16"X15/16" 24 GA
<br />CONT. PERIMETER
<br />ANGLE W/ (1) #10 SMS
<br />INTO WALL STUDS (24"
<br />O.C. MAX)
<br />CONT. SLOTTED ANGLE
<br />STRUT SPACER W/
<br />HORIZ. 6d RINGSHANK
<br />NAIL
<br />FREE
<br />END
<br />FIXED
<br />END
<br />8" MAX 8" MAX
<br />TYP.
<br />HANGER
<br />WIRE @
<br />4'-0" O.C.
<br />TYP.
<br />HANGER
<br />WIRE @
<br />4'-0" O.C.
<br />3/4"
<br />MIN. CLR.
<br />1/2" MIN. TYP.
<br />12 GA. HANGER WIRE WITH (4) TIGHT
<br />TURNS WITHIN 1 1/2" FROM BOT H ENDS.
<br />LOCATE HANGER WIRE AT CROSS
<br />RUNNER RECEIVING CONNECTION TO
<br />CURTAIN (4'-0" O.C. MAX.) SPLICES NOT
<br />PERMITTED. CONNECTION @
<br />UNDERSIDE OF DECK PER
<br />T-BAR GRID
<br />CURTAIN TRACK, 15 LBS/LF MAX.
<br />ACOUSTIC CEILING
<br />TILE (2) #8 S.M.S. PARALLEL AND
<br />CENTERED ON TRACK @ 48"O.C.
<br />AND 12" MAX. FROM EACH END
<br />OF TRACK ATTACHED TO
<br />CEILING GRID MEMBERS ONLY.
<br />24" MAX.
<br />WHERE DISTANCE T O CROSS
<br />RUNNER EXCEEDS 6" ADD
<br />ADDITIONAL HANGER WIRES @
<br />4'-0" O.C. MAX.
<br />MAIN RUNNER
<br />08 /A5-03
<br />R
<br />No.No.No.No.
<br />FFFF
<br />LLLLIIIICCCCEEEENNNNSSSSEEEE
<br />SSSSTTTTAAAATTTTEEEE
<br />DDDD
<br />OOOO
<br />AAAA RRRRCCCCHHHHIIIITTTTEEEECCCCTTTT
<br />CCCC AAAALLLL IIIIFFFFOOOORRRRNNNNIIIIAAAA
<br />SSSSTTTTEEEEPPPPHHHHEEEE WWWWHHHHIIIITTTTEEEE
<br />R ENEWAL R ENEWAL R ENEWAL R ENEWAL
<br />D AT EDATEDATEDATE
<br />CCCC ----34829348293482934829
<br />NNNN
<br />08/31 /2708/31 /2708/31 /2708/31 /27
<br />SHEET TITLE
<br />PROJECT
<br />FACILITY
<br />FAC NO:BLDG NO:FLOOR LEV:SECTION:
<br />KP PROJ. NO.
<br />PERMIT NO.
<br />555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
<br />ARCHITECT
<br />CONSULTANT
<br />ARCHITECT SEAL CONSULTANT SEAL
<br />KAISER FOUNDATION HOSPITALS
<br />NATION AL FACILITIES SERVICES
<br />1800 HARRISON STREET OAKLAND,
<br />CALIFORN IA 94612
<br />ISSUE / REVISION LOG
<br />NO.ISSUED DATE
<br />0
<br />5'
<br />50'
<br />GRAPHIC SCALES:
<br />1/16" = 1'-0"
<br />0
<br />25'
<br />1/8" = 1'-0"
<br />5'
<br />0
<br />12'
<br />1/4" = 1'-0"
<br />1'
<br />0
<br />6'
<br />1/2" = 1'-0"
<br />1'
<br />0
<br />2'
<br />1-1/2" = 1'-0"
<br />0
<br />1'
<br />3" = 1'-0"
<br />IF THIS SHEET IS NOT
<br />30"x42", IT IS A REDUCED
<br />PRINT -
<br />SCALE
<br />ACCORDINGLY
<br />AGENCY APPLICATION NUMBER
<br />AGENCY APPROVAL STAMP
<br />THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
<br />NOT TO BE USED WITHOUT OWNER'S WRITTEN PERMISSION.
<br />HZ PROJ. NO.
<br />www.huitt-zollars.com
<br />Phone 310.820.4600 | Fax 310.207.4215
<br />C:\Users\lrobinson\OneDrive - Huitt-Zollars, Inc\Documents\R314412.35 KP HBM KPOJ_A24_lrobinsonL2MDX.rvt
<br />1/6/2026 2:42:47 PM
<br />SOCC 2022 R HBM 1st Fl KPOJ
<br />REMODEL
<br />A5-03
<br />DETAILS -TYPICAL CEILING -ACT
<br />CA394-1 -
<br />CAP027721R314412.35
<br />HARBOR/MacARTHUR MEDICAL OFF
<br />3401 S. HARBOR BLVD.
<br />SANTA ANA, CALIFORNIA 92704
<br />101125520, 20187249, 40140902
<br />1/8" = 1'-0"ACT DIAGRAMATIC CEILING PLAN 02
<br />N/AACT SUSPENDED CEILING NOTES 01
<br />3" = 1'-0"ACT FIXTURE SUSPENSION 04
<br />3" = 1'-0"ACT COMPRESSION STRUT 03
<br />3" = 1'-0"ACT PERIMETER ATTACHMENT 06
<br />3" = 1'-0"CEILING WIRE AT PERIMETER OBSTRUCTION 07
<br />3" = 1'-0"HANGER AND BRACE WIRE CONNECTIONS 08
<br />3" = 1'-0"COMPRESSION STRUT ANCHORAGE 09
<br />3" = 1'-0"BRACE WIRE AT WALL 12
<br />3" = 1'-0"ACT PERIMETER ATTACHMENT @ EXITWAYS 11
<br />3" = 1'-0"CURTAIN TRACK MOUNTING 13
<br />CITY SUBMITTAL / BID SET 11/03/2025
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