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MIN 5/8" DIA EXPANSION ANCHOR@ BRACING, TYP1 1/2"x 1 1/2"x12GA x2"CEILING CLIP, TYPLIGHTWEIGHT OR NORMALWEIGHT CONCRETE4.103/4"MINTYP(2) 3/8" DIA EXPANSIONANCHORSLIGHTWEIGHT ORNORMAL WEIGHTCONCRETE1-1/2"x1-1/2"x12GA4.101/2" MAX.[RDP TO SPECIFY MIN.EMBEDMENT][RDP TO SPECIFY MIN.EMBEDMENT]OPTION 2OPTION 1NOTES:1.TEST POST INSTALLED ANCHORS INACCORDANCE WITH CEILING NOTE 5.022.REFER TO 4.10 FOR ADDITIONAL DETAILS3.POST INSTALLED ANCHORS TO BE PLACED NOMORE THAN 1" OFFSET FROM CENTERLINE OFDECK LOW FLUTE[(3) PAF - RDP TOSPECIFY DIAMETER,0.145" DIA. MIN. ]FIREPROOFING1/2" MAX.2" X 2" X 2" LONG X 12 GA. CLIPBRACING WIRENOTES :1.BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16"2.RDP IN RESPONSIBLE CHARGE, IOR, AND CONTRACTOR SHALL VERIFYTHAT NO PAF IS INSTALLED IN THE PROTECTED ZONE OF ANY STEELMEMBER. SEE ANSI/AISC 341-103.REFER TO 4.10 FOR ADDITIONAL DETAILSMETAL STUD PER RDP20 GA MIN.1 LAYER OF GYP. BD.,MAX.600S137-54 SPAN (2) WALLSTUDS MINIMUM. CONNECT600S TO EACH WALL STUD PERSCHEDULE BELOW1-1/2"x1-1/2"x12GAx1" CLIP ANGLEW/ (2) #10x1-1/4" SMS (SEE NOTE 1)1/2" MAX 4.10THREE 1-1/2" X 9 GA.STAPLESOR 3-STRONGHOLD "J"NAILSAT EACH WIRE LOOPJOIST ORRAFTER1" MIN.BRACINGWIRE.1-1/2" MIN.PENETRATIONTHREE 1-1/2" X 9 GA. STAPLESOR 3-STRONGHOLD "J" NAILSAT EACH WIRE LOOPBRACINGWIREJOIST ORRAFTERBRACINGWIRE1/4" DIA. SCREW EYEw/ FULL THREADEMBEDMENT (1-1/2" MIN.)INSTALL IN DIRECTIONOF WIRE4.103" MAX.2X BLKG. w/ 2-16dCOMMON NAILSAT EACH END1/4" DIA. CLOSEDSCREW EYE.INSTALL IN THEDIRECTION OF THEBRACE WIREBLOCKING FASTENTO JOIST w/ 1-1/2" X1-1/2" X 18 GA. CLIPAND (4) 8d X 1-1/2"NAILS EACH SIDEAND EACH END1/4" DIA. SCREW EYEWITH 1-1/2" MIN.PENETRATION. ALIGNWITH BRACE WIREBRACE WIREWITH 4 TIGHTTURNSNOTE:(1) DO NOT INSERT SCREW EYES PARALLEL TO LAMANATIONS.(2) WHEN FIRE RATED GYP. BOARD IS INSTALLED ON THE BOTTOM FLANGES, USE SCREW EYES w/ SUFFICIENT LENGTH TO AVOID DAMAGING THE FIRE RATED GYP. BOARD AND MEET MINIMUM PENETRATION.PLYWOODFLOOR/ROOFSHEATHINGCEILING BRACING BLOCKINGATTACHED TO JOISTBOTTOMFLANGE. SEE RIGHTWOODI-JOISTFULL DEPTHJOISTBLOCKING4.101/4" DIA. CLOSEDSCREW EYEWITH 1-1/2" MIN.PENETRATION. ALIGNWITH BRACE WIREBRACE WIREWITH 4 TIGHTTURNS1" CLR.PLYWOODFLOOR/ROOFSHEATHINGWOODI-JOIST4.10BRIDGING OR FULL DEPTHJOIST BLOCKING WITHIN 24"OF BRACING WIRECONNECTION. PROVIDE NEWIF NONE EXISTS.NOTE:(1)DO NOT INSERT SCREW EYESPARALLEL TO LAMINATIONS.(2)WHEN FIRE RATED GYP. BOARD ISINSTALLED ON THE BOTTOMFLANGES, USE SCREW EYES w/SUFFICIENT LENGTH TO AVOIDDAMAGING THE FIRE RATED GYP.BOARD AND MEET MIN.PENETRATION.CEILING BRACING WIREATTACHED TO JOISTBOTTOM FLANGE. SEEBELOW*ALTERNATE:2 X 4 FLAT w/ 1-10d OR 1-#10X 3" SCREW TO EACH OF 3TRUSS BOTTOM FLANGESADD 2-1/2" X 20 GA. STUD*w/ (1) #10 X 1" WOOD SCREWTO EACH OF 3 JOISTS.PLACE STUD FLAT ANDWITHIN 6" OF BRACINGWIRE.TRUSS WEB MEMBERTRUSS CHORDMEMBERBRACE WIRESADDLETIE SEE4.29NOTES:1.BRACE WIRE SHALL ALIGN PARALLEL WITH THE TRUSSBOTTOM CHORDJOIST WEB MEMBERJOIST CHORDMEMBERBRACE WIRESADDLETIE SEE4.29NOTES:1.BRACE WIRE SHALL ALIGN PARALLELWITH THE TRUSS BOTTOM CHORD16INTERIOR DETAILSA8.6SHEETSOF730 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. 02-1180414.31SCALE: N.T.S.BRACING WIRE CONNECTION TO CONCRETE AT METAL DECK4.33SCALE: N.T.S.BRACING WIRE CONNECTION TO STRUCTURAL STEEL4.34SCALE: N.T.S.BRACING WIRE CONNECTION TO METAL STUD WALL4.35SCALE: N.T.S.BRACING WIRE CONNECTION TO STUD WALL4.36SCALE: N.T.S.BRACING WIRE CONNECTION TO WOOD I-JOIST4.37SCALE: N.T.S.BRACING WIRE CONNECTION TO WOOD I-JOIST4.38SCALE: N.T.S.BRACE WIRE CONNECTION TO WOOD CHORD TRUSS4.39SCALE: N.T.S.BRACING WIRE CONNECTION TO OPEN-WEB STEEL JOISTNOT USEDNOT USEDNOT USEDNOT USEDNOT USEDNOT USEDNOT USED