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STEEL POP RIVET@ 4'-0" OC MAX1"x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10 SMS INTO 20GA. MIN. WALL STUD @ 24" O.C.TYP. HANGERWIRE @ 4'-0" O.C.STEEL POPRIVET@ EA.RUNNERTYP. HANGERWIRE @ 4'-0"O.C.3/4" MIN.CLR.ATTACHEDJOINTFREEJOINTEXITWAY CORRIDOR DETAILSMAIN RUNNERCROSS RUNNER4'-0" MAX FROM FREE JOINTSTRUT AND (4) BRACEWIRES PER 2.35,SPACING PER 2.31HANGER AT 4'-0" O.C.EA. WAY AT MAINRUNNER0° TO 45°TYP12'-0" MAX8" MAXTYP8'-0" MAXFROM ATTACHED JOINT1/2" MIN TYP (SEE NOTE 1BELOW)1"2"NOTES:1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHINEIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE ENDTEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARENOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.ATTACHEDJOINTFREEJOINTHANGERWIREMAIN ORCROSSRUNNERCEILINGPANELSTEEL POP RIVET @ATTACHED SIDE ONLY8" MAX.(SEE NOTE 1 BELOW)8" MAX.(SEE NOTE 1 BELOW)3/4" MIN. CLR.1" x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10 SMS INTO20 GA. MIN. WALL STUD @ 24" O.C.1/2" MIN. (TYP.)NOTE #41"2"NOTES:1.PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OFALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8)INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH(1/4) OF THE LENGTH OF THE END TEE, WHICHEVER ISLESS, FOR THE PERIMETER OF THE CEILING AREA.PERIMETER WIRES ARE NOT REQUIRED WHEN THELENGTH OF THE END TEE IS EIGHT (8) INCHES ORLESS.2.(1) #10 SMS TO 20 GA. MIN. WALL STUD @ 24" O.C.AIR TERMINALORLIGHT FIXTURE(56# MAX.)HEAVY DUTYSYSTEM(2) 12 GA. SLACK SAFETYWIRE HANGERS FORDEVICES THAT WEIGHLESS THAN 56 LBS PLACEON DIAGONAL CORNERS.1-#8 S.M.S. IN OPPOSITESIDES (2 TOTAL) LOCATESCREWS NEAR THECENTER OF TERMINALOR FIXTUREEXCEPTION: FIXTURESGREATER THAN 2 FEET X 4FEET WEIGHING LESS THAN 56LBS. REQUIRE A 12 GA. SLACKSAFETY WIREHANGER AT EA.CORNER.5.604.10FOR CONNECTIONTO STRUCTURESEESTRUCTUREBRACEWIRESSEE(2) 1/4"DIA.MACHINE BOLT3/4" MIN. EDGEDISTANCE,TYP.HANGERWIRE4 TIGHT TURNSIN 1 1/2" TYP.FOR BRACEWIRE3 TIGHT TURNSIN 3" FORHANGER TYP.1 1/2"MAX0º TO 45ºTYP. .CHANNEL TYPECOMPRESSIONSTRUT PER TABLE0N 3.21 CENTEREDOVER CROSSRUNNER1 1/2"MAX4'-0" OCMAX3/4" MINTYP1" MAXANOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE TABLE ON 3.21 FOR THE COMPRESSION STRUT SELECTED CROSS RUNNERMAIN RUNNERCROSSRUNNERBRACE WIREBEYONDHANGER WIREBEYONDCOPE FLANGE OR FLATTEN TO ALLOWINSTALLATION OF ACOUSTICAL TILE 3" = 1'-0"ASECTIONMAIN RUNNER5'-0"6'-10"8'-0"8'10"10'-10"MAXIMUM LENGTH250S125-33250S137-33362S137-33250137-43400S137-434'-7"7'-5"9'-9"12'-9"14'-9"MAXIMUM LENGTH1/2" DIAMETER EMT (0.042" WALL THICKNESS)18'-10"3/4" DIAMETER EMT (0.049" WALL THICKNESS)1" DIAMETER EMT (0.057" WALL THICKNESS)1 1/4" DIAMETER EMT (0.065" WALL THICKNESS)1 1/2" DIAMETER EMT (0.065" WALL THICKNESS)2" DIAMETER EMT (0.065" WALL THICKNESS)COMPRESSION STRUT TABLEEMT COMPRESSION STRUTCHANNEL COMPRESSION STRUT5.604.10EMT NO MORE THANONE SIZE LARGER THANEMT STRUT SELECTEDSLOT END OF EMTAND BEAR ON TEEBULB1/4" DIA. MACHINEBOLTFOR CONNECTIONEMT TYPE COMPRESSIONSTRUT PER TABLE ON 3.21STRUCTURETO STRUCTURESEEBRACE WIRES SEE(2) #10 S.M.S.HANGER WIRENOTE SHOWNFOR CLARITYSEE NOTE 1OPTION 2(2) #10 S.M.S.2" MAX.3/4" MIN. (TYP.)2" MIN. 6" MIN. 12" MAX..2' MAX.(TYP.)1/4" DIA. MACHINEBOLTSEE OPTION 1 FORINFORMATION NOT SHOWN3.10&NOT TO EXCEED THE ALLOWABLE LENGTH GIVEN INTHE TABLE ON 3.21 FOR THE COMPRESSION STRUTSELECTED1/2" MIN. 1/2" MIN.SLOTENDBOLT & NUTOPTION 1OPTION 3(NOTE 2)(HANGER WIRETHROUGH STRUT)2" MAX.CENTER LINE OFEMTNOTES:1. MACHINE BOLT IS NOT REQUIRED ON OPTION 32. APPLICABLE TO SAWN TIMBER WITHOUT GYPSUM BOARDONLY.OPTION 1 & 3HANGER WIREFLATTENEND5.605.603 TURNS @ HANGER WIRETYPICAL@ EACH ENDFOR CONNECTION TOSTRUCTURE SEECONNECTIONMATRIX ONFOR CONNECTION TOSTRUCTURE SEECONNECTIONMATRIX ON1 1/2" MAX.10° TO 45°3" MAX.1/2" MAX.U.N.O.1/2" MAX. U.O.N.#12 GAGE WIRE#12 GAGE WIRE1/2" TYP1/2" TYPBRACING WIREHANGER WIRE4 TURNS @ BRACE WIRESTYP. @ EACH ENDCONCRETEOVER4.214.22STRUCTURAL4.23METAL STUD4.24SAWN4.25, 4.29STRUCTURALCONDITIONOF FLOOR/ ROOF ABOVEAPPLICABLEHANGER WIREDETAIL4.314.324.334.344.35APPLICABLEBRACING WIREDETAILWOOD I4.264.36, 4.37WOOD CHORD4.27, 4.294.38, 4.294.204.30OPEN WEB STEEL4.28, 4.294.39, 4.29METAL DECKCONCRETE SLAB,BEAM, OR JOISTNOTES:1. REFER TO 4.10 FOR ADDITIONAL DETAILS.METAL DECK (20 GA MIN.)INSULATION OVERMETAL DECK4.10#3 x 12"REBARHANGER WIRE-TIE TO #3REBAR WITH THREE WRAPSAROUND REBAR AND ONEWRAP AROUND WIRE4.10LIGHTWEIGHTOR NORMALWEIGHTCONC.12 GA x 1"WIDECEILING CLIP 3/8" DIA. EXPANSION ANCHORSLAB, BEAM OR JOISTSOFFIT (MIN. 12"WIDE)FACE OF BEAM,JOIST OR EDGEOF SLABWHEREOCCURS6" MIN. EDGEDISTANCE1/2" MAX.4.101/2" MAX[RDP TO SPECIFYMIN. EMBEDMENT][PAF-RDP TO SPECIFY DIA.AND MIN. EMBEDMENT.0.145" DIAMETER MIN. AND1 1/4" EMBEDMENT MIN.]OPTION 1OPTION 2NOTES:1.REFER TO 4.10 FOR ADDITIONAL DETAILS2.TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CEILING NOTE5.01.12GAx3/4"WIDE CEILINGCLIP14INTERIOR DETAILSA8.4SHEETSOF730 Howe Avenue, Suite 450 Sacramento, CA 95825 Phone: 916.921.2112 Fax: 916.921.221271KITCHEN RENOVATION HOUSTON (SERNA) SCHOOLSHEET NO.CONSULTANTUPDATEDCADFILECHECKEDDRAWNSCALEPROJECT NO. DATE04/10/2020REVISIONSBY19-32-050SLHSLHFILE NO. 39-50 APP NO. 02-118041TYPICAL CEILING SECTION AT EXITWAY CORRIDORS(ESSENTIAL SERVICE BUILDINGS)SCALE: N.T.S2.50SCALE: N.T.S.CEILING PERIMETER2.60SCALE: N.T.S.SUSPENDED ACOUSTICAL CEILING - LIGHTFIXTURES/AIR TERMINAL SUPPORT DETAIL2.80SCALE: N.T.S.SUSPENDED ACOUSTICAL CEILING -CHANNEL TYPE STRUT3.10SCALE: N.T.S.COMPRESSION STRUT TABLE3.21SCALE: N.T.S.SUSPENDED ACOUSTICAL CEILING - EMT TYPE STRUT3.20SCALE: N.T.S.HANGER AND BRACING WIRE CONNECTION - TYP. WIRE TURNS4.10SCALE: N.T.S.HANGER AND BRACING WIRE CONNECTION MATRIX4.114.20SCALE: N.T.S.HANGER WIRE CONNECTION TO METAL DECK4.22SCALE: N.T.S.HANGER WIRE CONNECTION TO CONCRETE SLAB, BEAM, OR JOISTNOT USEDNOT USEDNOT USED