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CONCRETE OVERMETAL DECK5.21CONCRETE SLAB,BEAM OR JOIST5.305.405.505.605.20APPLICABLEDETAILSTRUCTURAL OF FLOOR / ROOFCONDITION ABOVECOMPRESSION STRUTMETAL DECKSAWN TIMBER WITHOUTGYPSUM BOARDSAWN TIMBER WITHGYPSUM BOARDSTRUCTURAL STEELPLACE TIGHT TOCLIP ORSTRUCTURE(2) #10 S.M.SL 2" x 2" x 12GA. x 0'-8"SLOT ENDOF TUBECHANNEL STRUTOPTION 2TUBE STRUT(2) #12 S.M.S.(2) #10 S.M.S.L 2" x 2" x 12GA. x 0'-8"FLATTENEND(2) #10 S.M.SL 2" x 2" x 12 GA.3/4"MINOPTION 2#12 S.M.S(2) #12S.M.S.(2) #12S.M.S.(2) #10 S.M.SL 2" x 2" x 12GA. x 0'-8"INSULATION OVER METAL DECKMETALDECK(20 GA. MIN.)INSULATION OVER METAL DECKMETAL DECK (20 GA.MIN.)OPTION 1OPTION 1PLACE TIGHTTO CLIP ORSTRUCTUREPLACE TIGHT TOCLIP ORSTRUCTURELIGHTWEIGHTOR NORMALWEIGHT CONCRETE3/8" DIA.EXPANSIONANCHOR @CENTEROF FLUTECUTFLANGESAND BEND3/8" DIA.EXPANSIONANCHOR.(2) #10 S.M.SL 1-1/2 x 1-1/2x 12 GA. x0'-2"SLOT ENDOF TUBECHANNEL STRUTOPTION 2TUBE STRUT3 7/8" MIN.2"1"3/4"3/8" DIA.EXPANSIONANCHOR.(2) #10 S.M.S.L1-1/2"x 1-1/2"x12 GA. x 0'-2"FLATTEN ENDPLACE TIGHT TOCLIP ORSTRUCTURE3/4"(2) #10 S.M.S3/4"MINOPTION 23/8" DIA. EXPANSIONANCHOR[RDP TO SPECIFYMIN. EMBEDMENT][RDP TO SPECIFYMIN. EMBEDMENT][RDP TO SPECIFYMIN. EMBEDMENT][RDP TO SPECIFYMIN. EMBEDMENT]NOTES:1.POST INSTALLED ANCHORS TO BEPLACED NO MORE THAN 1" OFFSETFROM CENTERLINE OF DECK LOW FLUTE2.TEST POST INSTALLED ANCHORS INACCORDANCE WITH CEILING NOTE 5.01OPTION 1OPTION 1LIGHTWEIGHT ORNORMAL WEIGHTCONCRETEL 1-1/2 x1-1/2x 12 GA.3/8" EXPANSION ANCHORCUTFLANGESAND BEND3/8" EXPANSIONANCHOR(2) #10 x 2" S.M.S.L 1-1/2 x 1-1/2 x12GA. x 2" CLIPCHANNEL STRUTOPTION 1TUBE STRUT2"FACE OF BEAM, SLAB EDGEORJOIST WHERE OCCUR,TYPICALPLACE TIGHT TO CLIPOR STRUCTURE1"3/4"LIGHTWEIGHTOR NORMALWEIGHTCONCRETE, TYP.3/8" EXPANSIONANCHOR(2) #10 S.M.S.L 1-1/2"x 1-1/2"x10GA. x 2" CLIPFLATTENENDOPTION 2PLACE TIGHTTO CLIP ORSTRUCTURE3/4"LIGHTWEIGHTOR NORMALWEIGHTCONCRETE, TYP6" MIN. EDGE DISTANCE[ RDP TO SPECIFY MIN.EMBEDMENT][ RDP TO SPECIFYMIN. EMBEDMENT][ RDP TO SPECIFYMIN. EMBEDMENT]NOTES:1.TEST POST INSTALLEDANCHORS IN ACCORDANCE WITHCEILING NOTE 5.01LIGHTWEIGHT ORNORMAL WEIGHTCONCRETE, TYP.SLOT END OFTUBE TORECEIVE CLIPCUTFLANGESAND BEND(2) #10S.M.S.L1-1/2 x 1-1/2x10GA. x 2" ANGLE(2) #10 x 2"S.M.S.SLOT END OFTUBE L 1-1/2"x 1-1/2"x12GA. x 2" ANGLE[ (2) PAF - RDP TOSPECIFY DIAMETER-0.145" DIAMETER MIN.][ (2) PAF - RDPTO SPECIFYDIAMETER -0.145"DIAMETER MIN.]OPTION 1CHANNEL STRUTOPTION 2[ (2) PAF - RDP TOSPECIFYDIAMETER -0.145"DIAMETER MIN.]FIREPROOFINGFIREPROOFINGPLACE TIGHT TOCLIP ORSTRUCTURETUBE STRUTNOTES:1.STRUCTURAL STEEL MEMBER SHALL NOT BE LESS THAN 3/16".2.RDP IN RESPONSIBLE CHARGE, I.O.R. AND CONTRACTOR SHALL VERIFY THAT NO PAF ISINSTALLED IN THE PROTECTED ZONE OF ANY STEEL MEMBER, SEE ANSI/AISC 341-10.3.REFER TO 5.20 AND 5.30 FOR ADDITIONAL INFORMATION.2"LSTRUTCUT FLANGESAND BEND1/4" DIA. LAG SCREWSLOTEND2x4 STRUTL-1-1/2"x1-1/2"x12GA. x 0'-2" CLIP(SEE NOTE 2)GYP. BOARDFASTEN STRUT TO 2x4 INLIEU OF RAFTER/ JOIST1/4" DIA. LAGSCREW1/4" DIA.LAGSCREW(2)#10 x 2" S.M.S.THRU BOTH WALLSOF EMT1/4" DIA.LAG SCREW(2) #10 S.M.S.OPTIONALORIENTATIONOPTION 1CHANNEL STRUTOPTION 1OPTION 2TUBE STRUTC1 1/2" MIN.PENETRATION, TYP1 1/2" MIN.PENETRATION, TYP 1 1/2" MIN.PENETRATION, TYP1 1/2" MINPENETRATION, TYPPLACE TIGHTTO CLIP ORSTRUCTUREL-1-1/2"x1-1/2"x10GA. x 2" CLIP(SEE NOTE 2)EQEQEQEQOPTION 21" MINEQ.EQ.SEENOTE 1NOTES:1.WEB OF CHANNEL TO BEAR WITHIN WIDTH OF THE WOOD MEMBER.2.FOR ANGLE ORIENTED IN THE STANDARD POSITION, VERTICAL LEG TO FALLWITHIN THE WIDTH OF THE WOOD MEMBER.PLACE TIGHTTO CLIP ORSTRUCTURECONNECTUSINGOPTION 1 ONTHIS SHEETHANGER WIRE ONLYHANGER WIREHANGER OR BRACE WIREBRACE ORHANGER WIRENOTES:WIRE SPLICES ARE SHOWN LOOSELY TIED FORILLUSTRATIVE PURPOSES ONLY AND SHALL BE DRAWNTIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED.3 TURNS IN 3" TYPICAL @ EACH END4 TURNS IN 1-1/2" TYPICAL @ EACH END17INTERIOR DETAILSA8.7SHEETSOF730 Howe Avenue, Suite 450 <br />Sacramento, CA 95825 <br />Phone: 916.921.2112 <br />Fax: 916.921.221271KITCHEN RENOVATION <br />HOUSTON (SERNA) SCHOOLSHEET NO.CONSULTANTUPDATEDCADFILECHECKEDDRAWNSCALEPROJECT NO. DATE04/10/2020REVISIONSBY19-32-050SLHSLHFILE NO. 39-50 APP NO. 02-1180415.10SCALE: N.T.S.COMPRESSION STRUT CONNECTION TO STRUCTURE-CONNECTION MATRIX5.20SCALE: N.T.S.STRUT CONNECTION TO METAL DECK5.21SCALE: N.T.S.STRUT CONNECTION TO CONCRETE OVER METAL DECK5.30SCALE: N.T.S.STRUT CONNECTION TO CONCRETE SLAB, BEAM, JOIST SOFFIT5.40SCALE: N.T.S.STRUT CONNECTION TO STRUCTURAL STEEL5.50SCALE: N.T.S.STRUT CONNECTION TO SAWN TIMBER WITH GYPSUM BOARD6.10SCALE: N.T.S.CEILING WIRE SPLICESNOT USEDNOT USEDNOT USEDNOT USED