Laserfiche WebLink
2 <br /> F 0 <br /> 48-18 SELF-TAPPING EYE L RIGID STEEL HEAVY WALL EMT CONDUIT uj 5 <br /> SCREW.PENETRATE STRUT @ 12'-0"oc EA.WAY.START 6-0"MAX. w <br /> THRU STL.MEMBER FROM EDGE OF CEILING AROUND PERIMETER p N <br /> F <br /> w O <br /> SEE PARALLEL U <br /> CONDITION FOR 4-#10 SCREWS T&B. vNi w <br /> BALANCE OF INFO. F o <br /> 0 ° <br /> STEEL FLOOR OR ROOF MEMBERS a <br /> (MAY BE"SJI"JOISTS) <br /> TRACK TO BEAM CONN: UNDERSIDE OF (2)600S20043 BACK.STITCH <br /> HILTI X-ENP 19 PAF @ STEEL FLOOR OR STRUT TOGETHER w/#10 SCREWS <br /> 12"oc STAGGERED ROOF FRAMING @ 24"oc STAGGERED.LOCATE <br /> ----_ STRUT CL MAX.FROM CEILING N <br /> TRACK INTERSECTION <br /> o � <br /> TRACK TO ROOF CONN: #12 VERT.WIRE HANGER <br /> ROOF DECK 1-#10x8/16 WAFER HEAD TOP OF NON LOAD BEARING WALL INSIDE CONDUIT STRUT. <br /> SCREWS B"oc STAGGERED TO WIDE FLANGE BEAM PROVIDE ADDITIONAL END& o <br /> INTERMEDIATE VERT. <br /> ' ._...g m y § SUPPORT WIRE. - �y <br /> I Z <br /> _ _ 45°MAX. y <br /> 16 GAUGE CONT.FLAT 45•MAX. MAIN RUNNER T�r 469q <br /> SEE PARALLEL PLATE w/#10 METAL 45'MAX. JA1 a <br /> CONDITION FOR SCREWS @ 12"oc INTO <br /> BALANCE OF INFO. LOW FLUTES 800T725-54 BOTTOM TRACK CROSS RUNNER(USE <br /> 22 GAUGE CLARK DIETRICH w/HILTI#D5P37P10 LOCKING PIN TO <br /> MAXTRAK2D(SLT/H)3"LEG (.177"0x1 1/2")LOW STUD TO BOT.TRACK 5=MAX. FASTEN CROSS <br /> DEFLECTION TRACK.USE VELOCITY DRIVE PINS @ CONN:#1416z1"PPH PLANE <br /> RUNNER. E RUNNERTOMAIN c Z <br /> 24"oc AND 6"FROM ENDS #3 EACH FLANGE <br /> GYP.BOTH SIDES #10x9/16"WAFER HEAD �W p„ <br /> PER ARCH. SCREWS EACH STUD FLANGE (4)#12 GA.SPLAY WIRES,ONE EA.,IN U W „m <br /> PLANE OF EA.RUNNER-VERTICAL <br /> STRUT TO MAIN RUNNER ANGLE APPROX.45.ALL WIRES ('J C 3 m <br /> e TIGHT To MAIN <br /> SHIM AS REQUIRED <br /> 800S20043 STUDS @ 16"oc c - - OF SECURED <br /> TRUT AT EA.I END OF SPLAY WIREW N m W <br /> SPLICE 2"MAX.CL STRUT TO OR VERT.WIRE ATTACH BY LOOPING ID m <br /> CL SPLAY CONN.TYP. WIRE THRU HOLE IN RUNNER, N <br /> -- --- CONDUIT STRUT OR THRU EYE <br /> SCREWBTWISTINGWIRETIGHT p N <br /> AROUNDITSELF AT LEAST THREE Z - <br /> TOP OF NON LOAD BEARING WALL TOP OF NON LOAD BEARING WALL NON LOAD BEARING WALL coMPLEfEruRNSINII/2"TYP. �7 <br /> 7e <br /> PERPENDICULAR TO DECKING FLUTE CONDITION PARALLEL TO DECKING FLUTE CONDITION BOTTOM OF WALL CONNECTION TO SLAB a01i 9" <br /> c 2N- <br /> NOTE:SEE ARCH.FOR CEILING C n d <br /> VERTICAL SUPPORT. <br /> W ma� <br /> SECTION TYPICAL SUSPENDED CEILING co <br /> 1 NOTES: 2"=1'-0" �/71 "LATERAL" SUPPORT DETAIL (ONLY) 00 <br /> 1.)ALL METAL TO METAL SCREWS TO BE#10 SCREWS L EMT.IS TO BE ASTM A-519 3/4"=1'-0., O W Q <br /> LL_ U 3 <br /> x w Q <br /> :E � <br /> Lu N -� LLI <br /> u > W <br /> o U VJ y <br /> M L� U <br /> LL N <br /> .10 - p > U N <br /> a Q LollU <br /> Lu <br /> n Lu <br /> ~ N m O N <br /> N <br /> N <br /> N ff1 Q N <br /> I lJJ <br /> �o <br /> W N <br /> o Q � <br /> u N <br /> y Q m <br /> N <br /> E <br /> ff1 N <br /> U�1I N N <br /> (n N W <br /> J Q m <br /> Q F 3 <br /> N Lu <br /> U <br /> N 0 a <br /> U W w U1 <br /> Q J <br /> m J F Ln <br /> N <br /> W <br /> w <br /> Z <br /> J C N <br /> s G I . <br /> U W o <br /> o2S U U w <br /> o <br /> Z <br /> M Q JO <br /> no Q <br /> i J m <br /> N <br /> N z sheet <br /> d c� S2.2 <br /> N G <br /> N <br /> Lw <br /> J <br />