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• <br /> 1-2x2xl 6GA.x0'-5"w/ <br /> 3-#10 SCREWS EACH LEG <br /> 18 GAUGE RIM JOIST 16 GAUGE RIM JOIST JOIST PER PLAN JOISTS PER PLAN <br /> ® ® ® ® PROVIDE BLOCKING 3 BAYS @ 20 <br /> ® TENSION TIE LOCATIONS.MATCH <br /> • • • JOIST SIZE.FASTEN w/2x2x4"x t_u U <br /> ® ® ® • C.F.S.STUDS N <br /> 16"oc PER PLAN 18"GA.w/3-#10 SCREWS EA.LEG. Z tLn` <br /> O <br /> 6 Z <br /> U r U <br /> 600T162-54 CONT. JOISTS PER PLAN a N Q <br /> #10 SCREWS EACH NOTE: NOTE: w/3-#10 SCREWS < w LL <br /> STUD EACH FLANGE BALANCE OF STUD PER PLAN w/ BALANCE OF INTO EACH WALL STUD t o= w <br /> INFORMATION 16"GAGE TOP TRACK INFORMATION - <br /> PER 1/S2.1 PER 1/S2.1 DEMISING WALL w N <br /> PER PLAN <br /> T.O.W.PER PLAN - ---___ - <br /> STUD PER PLAN w/ <br /> 16"GAGE TOP TRACK <br /> I 18 GAUGE TRACK CONT. <br /> FASTEN TO WALL w/3 <br /> j CREWS EA.WALL <br /> STUD <br /> @'SIM.'.CONDITION <br /> a $ N <br /> JOIST RUNS <br /> T CON INUOUSOVER <br /> BEARING WAL <br /> L WITH <br /> BLOCKING IN LIEU OF RIM <br /> JOISTS. <br /> 5N v <br /> SECTION <br /> KA <br /> t <br /> w <br /> SECTION 2 SECTION SECTION 4 o = <br /> yw <br /> w <br /> NOTE: i 12"=1'-0" 1 12=1'-0" 1 1/2"=V-0" <br /> WHERE JOIST RUNS CONT.OVER THE BEARING WALL,USE BLOCKING <br /> OVER THE WALL IN LIEU OF THE RIM JOIST. <br /> CLIP FLANGES OFF&LAP TOP <br /> TRACKS TYP.4-SCREWS MIN. ,J <br /> U <br /> 2-SCREWS @ 16"oc TOP& W d <br /> GYP.WHERE SHOWN PER ARCH. v BOTTOM HEADER L. C 3 m WHERE GYP.IS NOT PRESENT, <br /> ADD STRAPS TO THE EXPOSED 0 7 ,d .I w W N <br /> SIDE PER THIS DETAIL <br /> S2.1 <br /> o LAP HEADER OVER 2 JAMB °i <br /> BEARING HEADER ®, STUDS wl 4-SCREWS TO3: O m E <br /> O TRACK BLOCKING TO MATCH PER SCHEDULE fig® EACH STUD EA.SIDE N i 4 <br /> 1 12"x20GA.STRAPS ON STUDS,PLACE @ 10'•0"oc 'f III IS TOTAL) �i 6 <br /> EXPOSED SIDE OF WALL MAX.ALONG WALL&@ EACH 'z <br /> III y <'N ffi <br /> END OF WALL BEND UP 4"@ <br /> EA.END.4 SCREWS TO III m; <br /> STRAP EA.BLOCK ROUGH �I W m <br /> OPNG. <br /> nn II I <br /> Arpp 4 I� 20GA.CLOSURE <br /> TRACK <br /> REQUIRED <br /> 8'HHIN E ^ti BOTTOM TRACK FASTEN TO SINGLE WINDOW D MO <br /> �RE�S CONCRETE PER 3/S1,0 SILL TRACK 16GA. 00 <br /> 0 w >Q <br /> tO 3-SCREWS 2-SCREWS @ 48"oc > <br /> LL U <br /> NOTE: TYPICAL STUD TO STUD H- -� <br /> x cL <br /> SEAT STUD WEB TIGHT TO TRACK - Z Q >r.. <br /> .n - WEB @TOP&BOTTOM OF STUDS WC <br /> 'E - 11 N w <br /> E w <br /> NON LOAD BEARING HEADER LOAD BEARING HEADER <br /> N0 &HEADERS A FULL HT.WALLS O U W 1n <br /> n TYPICAL WALL,BLOCKING&STRAP DETAIL LL U <br /> oo <br /> _ 0 > U <br /> 6 TYPICAL WALL HEADER DETAIL _ <br /> 5 SECTION n <br /> 3 NOTE: 31"=1'-0" HEADERS NOTED ON THE PLAN AS"HDR."ARE BEARING HEADERS 3/4"=1'-0" Z U W •N <br /> STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE &ARE NOTED IN THE PARTS SCHEDULE BELOW.HEADERS Z <br /> M RUNNING PARALLEL TO THE JOISTS ARE NON-BEARING(U.N.O.) W V O <br /> p0 SHEATHED ONE SIDE ONLY. � N J N <br /> M <br /> N <br /> N UJ Q Ln <br /> V+ N I N fO BLOCKING tOz10x18GA.GUSSET @ W <br /> PER TYPICAL LL - I(1 <br /> c DETAIL STRAP w/4-SCREWS EA. r N <br /> o LOCATE PER MEMBER(MIN.)THIS GUSSET Q N7 <br /> TYP.WHERE STRAPS END <br /> v/ PLAN ��G EXTEND TO ADJACENT WALL UNLESS r� Q <br /> o, G.W.B.LENGTH THIS CALLED OUT ON PLAN U N <br /> E % TOP TRACK <br /> o Il IJ�/ RIM JOIST OR TRACK @ <br /> w � CEILING JOIST LEVEL N N <br /> • N N <br /> A <br /> 0 H H H H H H H rt H H , N Q G, <br /> Q�p - CLIP FLANGES& N N H N N N N N N N N WSJ w��-t- - 12"MIN.G.W.B.BOTH <br /> LAPTOPTRACKS SIDES OF WALL U k <br /> N �J TYP. #10 SCREWS @ 18"oc <br /> DRYWALL SCREWS <br /> #8 EACH FLANGE LIGHT GAGE SCREW SCHEDULE w <br /> ` fl II N 0 0 0 N I <br /> • Tjp\ DRYWALL SCREWS @ 7"oc p p, N, N H H H 8: N H <br /> G.W.B.PER ARCH. @ FIELD AND SUPPORTS. ry H H H H H H H <br /> (j SCREWS @16"oc LL(���' N H H N H N N H H H DOUBLE STUD TYP.EACH � J W to <br /> I NOTE: H H N N H H H H H N END OF WALL(U.N.O.) p <br /> STUDS NOT 2-800S162-54 BOXED N u @A OISS(SEEOVER <br /> \ � !>L N N N N u N N u p A (MTL.O MTL.) #10-16x1"HWH#3 OR PPH#3 SCREWSJ J F N <br /> '-^ FOR LOCATIONS) - SHOWN N H w/18 GAGE TRACKS Q w <br /> o i ��/ FOR CLARITY F <br /> y. H N N N N H H N H H N SCREWS #6 TYPE S DRYWALL SCREWS. w <br /> RIM JOIST SPLICES y N N N N N N H N N N H FOR GYP.SHEAR WALLS USE C N <br /> y USE 3"z8"x16GA.w/ G.W.B.TO MTL.) L <br /> 1 12"x 16GA.CONT.DIAGONAL BRACING H N N H N N N H H H A STUD WALL FASTENERS PER 9/52.1. <br /> 6-SCREWS E.S. I <br /> ALL SLACK <br /> KO OUT <br /> SHOWN ON PLANS.TAKE II N- N- N-_N - N N -N N- II--N w <br /> ro NOTE: ALL SLACK OUi OF STRAPS. __ _ - SCREWS W p <br /> n RDo IM NO S GIVER � (PLYWOOD TO MTL.) U (] Y <br /> p ANY HEADER :f+ 18GA.TRACK CONT.(U.N.O.).PROVIDE @ #10-18z1 1/2"PWH#3 W <br /> DRIVE PINS 24"oc <br /> @ SHEARWALLS TYP. <br /> r1 2"x2"x20GA.ANGLE E.E.w/3-SCREWS Q Z � Q <br /> No PER LEG @ EACH JOIST 1.) USE THESE SCREWS FOR COLD FORMED STEEL <br /> CONSTRUCTION UNLESS NOTED OTHERWISE. W <br /> TYPICAL G.W.B. SHEAR WALL ELEVATION 2.) ALL COLD FORMED STEEL MEMBERS SHALL MEET SECTION J Q m <br /> TYPICAL JOIST TO RIM JOIST w/ DIAGONAL STRAPS ELEVATION SECTION PR SEECTIS AS BONLISHED BYSFIA LL sheet <br /> R 4"=1'0" 3/4" 1'0" <br /> �o o S2. 1 <br /> �+ 3/4'=1'-0" LL <br /> NOTES: J <br /> N 1.) G.W.B.MUST RUN FULL HEIGHT TO CEILING JOIST WHERE NOTED AS SHEAR WALL. <br /> 2.) G.W.B.MUST COMPLY WITH ASTM C1396/1396M. <br /> 3.) G.W.B.MUST RUN PERPENDICULAR TO FRAMING. V <br /> 4J DRYWALL SCREWS MUST MEET ASTM C954. <br />