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L BOLT & FLUTE (SEE NOTE 3)LIGHTWEIGHTOR NORMALWEIGHTCONCRETE12GA x 1" WIDECEILING CLIPMIN.3/8" DIA. EXPANSIONANCHORSC4.101/2" MAX.STEEL DECK,20GA MIN.METAL DECK (20 GA MIN.)[PAF-RDP TO SPECIFY DIA.AND MIN. EMBEDMENT.0.145" DIAMETER MIN. AND1 1/4" EMBEDMENT MIN.]L 1-1/2"x 1-1/2"x 12 GA4.10LIGHTWEIGHT ORNORMAL WEIGHTCONCRETE4.103/4" MIN[(RDP TO SPECIFYMIN. EMBEDMENT][PAF-RDP TO SPECIFY DIA.AND MIN. EMBEDMENT.0.145" DIAMETER MIN. AND1 1/4" EMBEDMENT MIN.]OPTION 3NOTES:1.REFER TO 4.10 FOR ADDITIONAL DETAILS.2.POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE3.TEST POST INSTALLED ANCHORS IN ACCORDANCE WITHCEILING NOTE 5.01.OPTION 1OPTION 212GAx3/4"WIDECEILINGCLIPL1-1/2"x 1-1/2"x12 GA x 0'-2"CLIPSTRUCTURALSTEELHANGER WIREFIREPROOFING1/2" MAX[PAF-RDP TOSPECIFY DIAMETER,0.145" DIA. MIN.]NOTES :1.BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".2.RDP IN RESPONSIBLE CHARGE, IOR AND CONTRACTOR SHALL VERIFY THAT NO PAF IS INSTALLEDIN THE PROTECTED ZONE OF ANY STEEL MEMBER. SEE ANSI/AISC 341-103.REFER TO 4.10 FOR ADDITIONAL DETAILS362S137-33 MIN. BACKING STUD.SPAN 2 WALL STUDS MINIMUM.FASTEN BACKING TO WALLSTUDS USING (2) #10X1-1/4" SMSAT EACH STUD.1"x1"x12GAx3/4" CLIP ANGLE.FASTEN TO BACKING STUD USING#10 X 1-1/4" SHEET METAL SCREW.4.10NOTES:1. THIS IS APPLIED FOR PERIMETER WIRE ATTACHEMENT OR WHERE OBSTRUCTION PREVENTS ATTACHMENT TO STRUCTURE ABOVE16 MIN.161"x1"x12GAx3"CLIP ANGLE2-#10 S.M.S.@ 2" O.C.WALL STUD PER RDP20 GA MIN1 LAYER OF GYP.BD.4.10WALL STUD PERRDP 20 GA MINGYP. BD.(2) #10 SMSTO FRAMING1"x1"x12GAx3/4" CLIP ANGLE4.101(1) #10 SMS6 MIN.OPTION 1OPTION 2OPTION 3A."DIRECT" (FORNOTES SEE B"THRU GYP")B."THRU GYP"1/4" DIA. CLOSED SCREW EYEWITH 1-1/2" MIN.PENETRATIONAT BOTTOM FLANGE1-1/2" MIN. PENETRATION1" MINIMUM.4.10NOTE:1)WHEN FIRE RATED GYP. BOARD IS INSTALLED ON THE BOTTOMFLANGES, USE SCREW EYES W/ SUFFICIENT LENGTH TO AVOIDDAMAGING THE FIRE RATED GYP. BOARD AND MEET MIN.PENETRATION.GYP. BOARDWHEREOCCURS(SEE NOTE 1)1/4" DIA.CLOSEDEYE SCREW1-1/2" MIN. PENETRATION 2x MIN.EQ.EQ.THREE 1-1/2" X 9 GA.STAPLESOR 3-STRONGHOLD "J" NAILSAT EACH WIRE LOOPJOIST ORRAFTER1" MIN.HANGERWIRE4.29HANGERWIRE1/4" DIA.DRILLEDHOLE2" MIN.4.10TYP.NOTE:1)WHEN FIRE RATED GYP. BOARD IS INSTALLEDON THE BOTTOM FLANGES, USE SCREW EYESW/ SUFFICIENT LENGTH TO AVOID DAMAGINGTHE FIRE RATED GYP. BOARD AND MEET MIN.PENETRATION.TRUSS WEB MEMBERTRUSS CHORDMEMBERHANGER WIRESADDLE4.294.10SADDLE TIE HASDOUBLE LOOP ATSUPPORT#12 GAGEHANGER WIRES(3) TIGHT TURNSWITHIN 3",AT BRACE WIREPROVIDE (4)TIGHT TURNSWITHIN 1 1/2".WHEN MULTILE SADDLE TIESARE REQUIRED THEY SHALLALTERNATE BACK AND FORTHTO PREVENT TWISTINGTYPICAL SADDLE TIE DETAILMAIN CHANNEL SHOWN(WOOD FRAMINGSIMILAR)HANGER WIRE CONDITION SHOWN.BRACE WIRE CONDITION SIMILARSADDLE TIE REQUIREDFOR ALL WIDTHSGREATER THAN 1/4"NOTES:1. IF SELF-TAPPING SCREWS ARE USED WITH CONCRETE FILL, SET SCREWS BEFORE PLACING CONCRETE.METAL DECK (20 GA MIN.)(2) #8 x 1/2" SELF-TAPPING SCREWSSTEEL STRAP 3" WIDE x 4" LONG x 12 GA. MIN.,BENDTO ALIGN WITH WIREINSULATION OVERMETAL DECKBRACINGWIRE4.104.10MIN 5/8" DIA EXPANSION ANCHOR@ BRACING WIRE TYP.1 1/2" x 1 1/2"x12 GA x2" CEILING CLIPLIGHTWEIGHT OR NORMALWEIGHT CONCRETE SLAB.DO NOT CONNECTBRACING WIRE TO JOISTOR BEAM.1/2" (MAX)[ RDP TO SPECIFY MIN.EMBEDMENT]6" MIN.TYP.EDGE OFSLABNOTES:1.TEST POST INSTALLED ANCHORS INACCORDANCE WITH CEILING NOTE 5.022.REFER TO 4.10 FOR ADDITIONAL DETAILS15INTERIOR DETAILSA8.5SHEETSOF730 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. 02-1180414.21SCALE: N.T.S.HANGER WIRE CONNECTION TO CONCRETE OVER METAL DECK4.23SCALE: N.T.S.HANGER WIRE CONNECTION TO STRUCTURAL STEEL4.24SCALE: N.T.S.HANGER WIRE CONNECTION TO METAL STUD4.26SCALE: N.T.S.HANGER WIRE CONNECTION TO WOOD I-JOIST4.25SCALE: N.T.S.HANGER WIRE CONNECTION TO SAWN TIMBER4.27SCALE: N.T.S.HANGER WIRE CONNECTION TO WOOD CHORD TRUSS4.29SCALE: N.T.S.TYPICAL SADDLE TIE DETAIL4.30SCALE: N.T.S.BRACING WIRE CONNECTION AT METAL DECK4.32SCALE: N.T.S.BRACING WIRE CONNECTION TO CONCRETE SLAB, BEAM, OR JOISTNOT USEDNOT USEDNOT USEDNOT USEDNOT USEDNOT USEDNOT USED