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I <br />a <br />METAL STUD SIZE & SPACING <br />UP TO 161-0" <br />3-515", 20 GA. METAL STUDS AT Z4w G,G: <br />UP TO 12!-0" <br />3-518", 25 GA. METAL STUDS AT 24" O.U. <br />BRACEL NGTH <br />BRACE SIZE <br />8'4MO 6--1" <br />1 40OS125 33 <br />f OR UNDEk <br />f 362SI25-18 <br />c� <br />'w <br />zV) <br />CETLING SURFACE'` <br />t <br />cn <br />uj vi <br />vi <br />LEGEND: <br />Q <br />NOT USED <br />-- — PRP': <br />BRACING (350SL25-33) AT 4'-0" OC. STAGGERED Wl310 AT <br />BOTTOM & ANCHORS PER SCHEDULE AT TOP <br />5/8 IN. THICK GYPSUM BOARD, WITH SQUARE OR TAPERED EDGES,; <br />A,PPLIIID VERTICALLY OR HORJZt1NTALI;MTH,VERTICAL JOINTS <br />CENTERED OVER STUDS; HORIZONTAL JOINTS NEED NOT BE BACKED <br />WATER HEATER <br />1 <br />BY FRAMING, FASTENED WITH TYPE S-12 SCREWS <br />PER PLAN` <br />FOR VERTICAL APPLICATION, FASTENED TO STUDS AND RUNNER$ <br />WITH I IN. LONG SCREWS SPACED MAX 8 IN, OC AT: VERTICAL EDGES <br />-` <br />*Kt <br />AND SPACED MAX 12 IN, OC IN THE FIELD: FOP, HORIZONTAL <br />APPLICATION; FASTENED TO STUBS AND RUNNERS WITH I IM LONG <br />SCREWS SPACED MAX 8 IN. OC. VERTICAL JOINTS STAGGERED ONE: <br />Cr <br />STUD CAVITY FROM CEMENT BOARD VERTICAL JOINTS ON OPPOSITE <br />,. <br />3/4" CDXDX PPLYWOOD. <br />i <br />SIDE OF STUDS. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT <br />JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED <br /><d3 <br />STEEL STUDS (SEE SCHEDULE) <br />B;f3. LFII II�I[I <br />_ . <br />;/yam <br />PER PLAN ` V <br />p04 <br />20 GAUGE (3SIYTIZS 33}'4uNTINUt1LI5 TRACK WfIIP <br />SCREW PER STUD <br />4 <br />`T` -BAR CEILING SYSTEM <br />CONTINUOUS 24 GAGE UNPUNCHED TRACKz <br />� <br />AS PER CEI IlVG i'I �1N <br />( FLANGE) <br />DQUBLE TOP PLATE <br />TRUSS <br />vs <br />P <br />TWOS 3OTSTS WITH JOIST <br />-T <br />3 <br />(A) 3-#IO(IY4") SCREWS FROM BRACE TO STRUCTURAL <br />.s w <br />> <br />N N O <br />Q? <br />HANGERSA EACH END <br />MEMBER WHERE BRACE IS ALIGNED WITH TRUSS:. <br />C <br />rte <br />(B) WHERE BRACE IS BETWEEN TRUSSES <br />J <br />w G <br />� 0 <br />PROVIDE 4XBLOCKI OWITHSIMPSON <br />2R4 STIRS AT EACH; <br />U44 <br />U44 FACE MOUNT HANGER (OR EQUAL) <br />` <br />END AND ON$ iN RRNiEDiATE <br />AT EACH BI±tD. <br />C? <br />m <br />(} <br />*8 SCREW PER STUD TYPICAL CONNECTION Tim <br />c t0 O <br />0 <br />FLANGE OF STUD TO STEEL TRACK (TOP & <br />� o <br />I/2" PLYWOOD SHEATHING OVER <br />BOTTOM TRACK)? <br />in <br />Fn <br />*0 E <br />r, z c— <br />STUDS, COVERED WrM5/$" OREEN <br />� <br />� <br />NOTES: <br />0 <br />M t� <br />BOARD. <br />I) <br />STUDS BRACED BY GYPSUM WALT. BOARD EACH <br />co <br />4) <br />�, <br />SIDE MAXIMUM SCREW SPACING SHALL NOT <br />0 <br />EXCEED 12"O.0 <br />x <br />41 <br />MOP SINY, <br />2) <br />5 POUNDS PER SQUARES FOOT MAX. LA <br />..�.{�V <br />-J <br />p = p <br />5 <br />LOAD <br />-6--ptm <br />3) <br />FY (MIN) =33 KSI. <br />w c <br />ERE ONALL SIDES AND CEILINGOR <br />9 <br />4) <br />DEFLEMION LIMIT: 1.1120 <br />E <br />MOP INCL, <br />7 <br />h= <br />4 III (? co <br />5) <br />FOR H> 1$1-O" AND BRACING> 8`-Q" SUBMIT <br />RNGINEEFINQ DESIGN AND DETAILS: <br />ANCHOR SOLE PINE TO FLOOR <br />� .. ` <br />"'4 <br />6) <br />THE DETAILS SHOWN ARE INTENDED TO SERVE <br />01" <br />WITH PO"tR" POWDER ACTUATED <br />a a <br />° <br />AS A GUIDE ONLY. THE CONTRACTOR MAY. <br />FASTEN, MiNiSKUM. <br />SUBMIT AN ALTERNATE DESIGN AND DETAIL: <br />HEIGHT <br />METAL STUD SIZE & SPACING <br />UP TO 161-0" <br />3-515", 20 GA. METAL STUDS AT Z4w G,G: <br />UP TO 12!-0" <br />3-518", 25 GA. METAL STUDS AT 24" O.U. <br />BRACEL NGTH <br />BRACE SIZE <br />8'4MO 6--1" <br />1 40OS125 33 <br />f OR UNDEk <br />f 362SI25-18 <br />