Laserfiche WebLink
o <br />hI <br />f = <br />It --- D <br />------------ <br />� I <br />Scale: 1/1 6 1'-0 <br />41 4i__�� LA -I �l _L a _j <br />PLUMBING Af TOILET 1 <br />1f" <br />J ROOMS FOR FUTURE. <br />IIIT � <br />SE <br />-- i� I I � �I I _T r-I C% € <br />I- <br />- - - <br />I <br />�1 1 <br />r � imm <br />1 1 I d L 0 El T O 1 _ T_I__T I T it T I T T I 1 I 1 <br />✓i + l - + H <br />H + H + H + H 4 --14 �44 4-1-1---1--�--Ir--1---�-� 1 REMOVE FILM FROM <br />t <br />T � ! � � � � � 1 1 -r � -1- 1 1 � GLASS, M. <br />T +H - - H + H---14 4--1-4 4-1-4 4--14 14: 1 _ <br />_11.` 1 I 1 T El I El I El 1111 EE11 fili1-1-T$-i1-1 fi4l it <br />--1 I . F + k H + H � H 1-4 -P-_4 - -1-1- -1-4 44 1--k I Pl h <br />,I <br />m1T� -i _ nTr��1-T�r17d �J��1 T_1�1rti I � � I T; <br />-- <br />f T �� <br />uo <br />-------.1- � <br />REMOVE FILI' FROM REMOVE FILM FROM <br />GLASS, TYP GLASS, TYP. <br />STRUCTURE <br />-------------- <br />-- OAl <br />ne rigid brace at max. 8 feet s � <br />(2,500mm) o.c. at alternate <br />sides or splay vvires as shovin <br />in detail A. � <br />Max. 10` <br />(3,000mm) <br />Approx. 45' <br />f <br />4. <br />Suspended J <br />Attachment options to structure (wood, od, concrete or steep <br />a. Attachment devices to strtacturc Vi; -Inch (6rnna) diameter <x <br />3-inch (75nirn) long; closed-eydc wood screws, rninirnurn <br />Penetration 'I inch (251nno Hito the wood nternbcr. <br />b. No. 12 ga. splay wire 100lar.d aroclnd bottom chord of <br />open joint or truss. <br />c. Metal 2-inch x 2-inch (50rrnn x 50nan) angle, attached to <br />concrete or steel with approved fasteners, <br />d. Tie wire spike minimum %„-inch (5airn) diameter x 2 <br />inches 150 min) long, drilled and haan-irraered for concrete. <br />e. Tic wire wedge anchor- V, i11c,li x d ;< Ir clae.s (61nat :s <br />44mrn), for concrete,. <br />f. Beam/flange clamps fi r stc of structure i.nernbers. <br />Splay wire to be wrapped around itself three hall turns; <br />within a 3-inch (ism n) length. <br />TOP OF WALL BRACING <br />Scare N.T.S. <br />I I <br />i 5 <br />I ! TA2.0 <br />PROVIDE TOP OF WALL <br />BRACING, <br />EXISTING SUSPENDED <br />CEILING. TERMINATE AT <br />NEW WALL INFILL. <br />5/8" TYPE "X" GWB EACH <br />SIDE (2 LAYERS AT ONE <br />SIDE TO MATCH EXISTING. <br />FIELD VERIFY WHICH SIDE <br />HAS 2 LAYERS AND AILING <br />NEW WALL INFILL WITH <br />EXISTING) WITH LEVEL 4 <br />FINISH (PAINTED) EACH <br />SIDE ON 6" METAL STUDS <br />AT 16" O.C. W/ SOUND <br />BATT INSULATION. <br />CONT. METAL TRACK W/ <br />1 /4" HILTI PINS AT 8" <br />O.C. INTO CONC. (1) <br />8 SCREW EACH SIDE @ <br />EACH STUD. <br />a_ ... .......... _ .. .......... <br />Scale, 1/2„--1y--®" <br />Attachment options at partition <br />a. Attach partition truck to suspended ceiling main runner <br />with two No. 8 S-.sercws. (Detail A oriky.) <br />b. 1,4-inch (6anm) closed -eye Dolt through partition track. <br />c. 2—inch x 2-inch (50rnnn x 50rin-D) metal angle with two <br />No. 8 S-screws in partition track. <br />Splay wire to be wrapped around Itself three full turns; <br />within. a 3--rich (15rnn)) length. <br />Bracing <br />a. Plenum height to 5 Ieet (1,500nun): Use 3/a-inch (19mm) <br />16 ga. (.0566 in.) cold rolled channel or ?!A -inch (22mm) <br />25 ga. (.0138-inch) furring channel or PA. in. (41nun) 25 <br />ga. (.0188-inch) steel stud. <br />b. Plenurn height 5-10 facet: (1,500-3,000rnni): Use nested <br />or back to back 341z-inch (90mm) 25 gay. steel studs. <br />c. Attach to partition with two No. S S-screws. <br />zi� <br />a HANGER WIRE PER <br />EXISTING ROOF ! 30/TA3.0 (OR <br />STRUCTURE. APPROVED ALTERNATE <br />WHERE WALLS ARE <br />NOT BRACED TO <br />PERIMETER WALLS. <br />30 <br />TA3.0 SOUND BATT <br />INSULATION ' <br />R FOR 24" EACH SIDE. <br />S1�1S11S1Il1illi' �';?i 11 U 9011;1�1( <br />SUSP. ACOUSTICAL <br />TILE CEILING <br />I <br />_ _ = 3 5/8" X 20 GA. <br />I 1 METAL STUDS Q <br />i <br />I TA2.0 ® _ 24" O.C. WITH 5/8" <br />TYPE "X" GWB <br />PROVIDE TOP OF WALL EACH SIDE <br />lC BRACING. _ SOUND BATT <br />INSULATION. <br />woo <br />1 /8" DIA. X 1 " <br />POWDER ACTUATED <br />FASTENERS 0 24" O. . <br />EXISTING SUSPENDED BASE PER SCHEDULE <br />CEILING. TERMINATE AT <br />NEW WALL INFILL. 1 = EXIST. CONC, FLOOR <br />' SLAB FINISH PER <br />FINISH SCHEDULE <br />i <br />scale: 1 /2„_ 1'—®„ , <br />#12 HANGER WIRE @ 45 <br />DEGREES (4 —WAY) (OR <br />APPROVED ALTERNATE) <br />AT 8'-0" O.C. WHERE <br />l WALLS ARE NOT BRACED <br />c � <br />TO PERIMETER WALLS. <br />SOUND BATT INSULATION <br />OVER ENTIRE CEILING <br />J AREA 4'-0" EACH SIDE <br />5/8" TYPE "X" GWB EACH OF WALL <br />SIDE (-- 2 LAYERS AT ONE <br />��� ')��IO(ICi(�(�' ( "n?1 i�1`J' �-1111 iU�Jo�il )C <br />SIDE TO MATCH EXISTING. <br />FIELD VERIFY WHICH SIDE <br />HAS 2 LAYERS AND ALING - <br />NEW WALL INFILL WITH <br />EXISTING) WITH LEVEL 4 <br />FINISH (PAINTED) EACH SUSP. ACOUSTICAL <br />SIDE ON 8" METAL STUDS TILE CEILING <br />1— <br />{ ' AT 16" O.C. W/ SOUND <br />{ BATT INSULATION. <br />3 5/8" X 20 GA. METAL <br />STUDS @ 24" O.C. WITH <br />C _ 5/8" TYPE "X" GWB EA( <br />® = SIDE <br />SOUND BATT INSULATION. <br />CONT. METAL TRACK W/ 1/8" DIA. X 1" POWDER <br />1/4" HILTI PINS AT 8" ACTUATED FASTENERS 0 <br />O.C. INTO CONC. (1) = 24 O.C. <br />#8 SCREW EACH SIDE @ <br />EACH STUD, <br />BASE PER SCHEDU <br />LE <br />_- <br />EXIST, CONC. FLOOR <br />SLAB FINISH PER FINISH <br />Scale. 1 /2„_ 1,_Oy, <br />