|
NO. 12 GA. VERTICAL WIRE
<br /> TURN CEILING GRID
<br /> -TURNS
<br /> 12 GA. HANGER WIRE MIN. 3 TIGHT HANGER,
<br /> AT TOP AND BOTTOM OF WIRE. UNDERSIDE OF FLOOR
<br /> LEVEL PRIOR TO SETTING TUBE
<br /> 8- M-A-X- 4� OR ROOF STRUCTURE - VERTICAL_ COMPRESSION STRUT
<br /> OR NOTE (I ABOVE
<br /> Ag.1--12 "EIVIT" SLEEVE
<br /> zll�
<br /> DRILL HOLE AND
<br /> SPLAYED BRACING WIRES
<br /> INST
<br /> -S
<br /> 2x6 WOOD CEG. JOIST MAIN OR CROSS RUNNERS; MAIN & CROSS MEMBERS ALL BOLT AND
<br /> 'T 10
<br /> 70 BE TIED TOGETHER PER CBC 2504 LOCKING IND
<br /> -0
<br /> SECURE ONE TUBE I
<br /> co) 16" O,C.
<br /> ACOUSTICAL PANEL. THE OTHER LAP TUBES
<br /> 'IIM
<br /> 111 6 u
<br /> 4" M IN. IN FULLY
<br /> _T 4 ALL MEMBERS ONE WALL
<br /> ILE- IL_l Ro jj)
<br /> rx
<br /> POP RIVE EXTENDED POSITION
<br /> MAIN RUNNER
<br /> INDEPENDENT CADY
<br /> BOTTOM CHORD OF
<br /> PERIMETER MEMBER @ STARTER
<br /> SUPPORT CLIP @ EACI
<br /> ROOF TRUSS, S.&D.
<br /> LE
<br /> CROSS T'
<br /> IV- OPP. WALLS LIGHT FIXTURE
<br /> TION
<br /> 2x WOOD STUDS
<br /> CONNEC 1A
<br /> 0" 0.C. MTL.. ATTACHMENT 1 1/2"
<br /> 16"O-C� J1 BRACING AT 4'
<br /> -ERNAIING SIDES.
<br /> 1 8' VAX._ '� � %� rT
<br /> ALI MIN, EMBEDMENT.
<br /> T WAIL
<br /> I ADJACEN _LS
<br /> ......... OR NOTE (1)
<br /> HORIZ, SPACER BAR W/ HORIZ. 5d RING
<br /> _RUCTION,
<br /> SLOT END OF TUBE TO FIT
<br /> OUT NAIL NOTCHING
<br /> VERTICAL- COMPRESSION STRUTS OVER CEILING RUNNER
<br /> TYPES. 1wo
<br /> ONLY @ RUNNER, f l V�c u
<br /> J _rUD 0
<br /> 0
<br /> 2x BLOCKING WALI CONS] _E NOTE 2) ALTERNATE
<br /> SHANK NAIL- (S'u
<br /> SEE A2.1 FOR WAI L LOCATION WITH
<br /> PERMITTED
<br /> 1� UP TO 8'--0" USE (1) 3 25 GA. M S 12" D�C cl� c1l,
<br /> C
<br /> SUSPENDED CEILING TES
<br /> �'GYP, BD. NO _T 1, 0"
<br /> 25 GA. M
<br /> STU D S @ 12'
<br /> 2. TO 10'--0" USE 2- 1
<br /> EA. SIDE OF MAIN RUNNER, TYP.
<br /> i
<br /> SYSTEM, RE: REFLECIED AT
<br /> (1) 1/4 THE LENGTH OF THE END RUNNER O.C. FASTENED BACK TO BACK
<br /> CEILING PLANS.
<br /> WHICHEVER IS LEAST.
<br /> 10 151---0" U
<br /> 3. 101-o" USF 2-- 2 4" 25 GA, MTL.. STUDS @ 12'--0"
<br /> O.C. FASTEN SAME As NOTE #� ABOVE
<br /> (2) NAILS A ENDS OF HORIZ. STRUTS ARE TO BE
<br /> (NO RIVET) NOTE: I., c1x'11)
<br /> 4AI
<br /> PLACED W/NAII_ HEAD TOWARD OF SPAN OF STRUT.
<br /> <
<br /> -J'O EMF CONDUIT
<br /> , LTERNATE: UP TO 5'--0" USE 1, RESTRAINT SPACING
<br /> OPPOSITE WALLS
<br /> C 10
<br /> -1-0 EXCEED 4'
<br /> NOT
<br /> "Ic -- _,!,-<!
<br /> MAX. ra
<br /> J
<br /> L c)
<br /> s G. (LATERAL BRACING)
<br /> PARTITION LATERAL BRACING SUSPENDED CEILING (PERIMETER MEMBERC",)') SU PENDED CL
<br /> GYPSUM BD. CEILING
<br /> K_> V) E_
<br /> SCAI E: 1 1 /2"= 1 '---0" 12 SCALE: 3" =V-0" 8 SCALE: 1 /4" 1 '--0" 4 SCALE: 1 /2"=V-0'
<br /> 16 -- -----
<br /> c(5D V> CO E
<br /> oj cm
<br /> co 00 cy.) 0
<br /> Lo 00 cli
<br /> /ANCHOR 0 BUILDING STRUCTURE PER
<br /> CLIP 10 HAVE FULL BEARING
<br /> ON STRUCT. MEMBERS.
<br /> U)
<br /> --
<br /> > -W
<br /> MANUFACTURER'S WRITTEN RECOMMENDATIONS < C&I oo
<br /> TES: RECOM
<br /> FRAMING FRAMING _EN PER MFR.'S WRITTEN
<br /> FAS T
<br /> -N-0-1--1.1 MENDAI IONS'\
<br /> 0
<br /> 1. IF SNAP-ON CLIP IS USED FOP CLIP IS NOT REQUIRED
<br /> TOP CLIP
<br /> NOTE:
<br /> UJ ><
<br /> _IXTURES AND AIR DIFFUSERS -10
<br /> Ze 4-
<br /> 1 LIGHT I
<br /> SNAPON CLIP MEMBER cc
<br /> BE SUPPORTED DIRECTLY TO STRUCTURE
<br /> -ION INSTRUCTIONS 0
<br /> ]OR CLIP INSFALLAI % SEISMIC COMPRESSION
<br /> ------...... ---------- ------ 48" 1(4) 12 CO. SPLAYED SEISMIC ABOVE, SEE ELEC. PLANS c"
<br /> 12 Go. WIRE HANGERS @ i
<br /> c\j
<br /> STEP 1 O.C. MAX. ALONG MAIN SUPPORT WIRES @ 45* MAX. TYP 04
<br /> SNAP--ON CLIP STEP 3 STRUT (TYP, @ 12'--0" Cil I
<br /> 1� m 00
<br /> SNAP COMPRESSION POST OVER
<br /> EXTEND COMPRESSION POST FOR (ATTACH TO STRUCTURE ABOVE, O.C. MAX.), SEE A8.1--10. 2. CEILING GRID MEMBERS MAY BE
<br /> 1---BAR NEXT TO HANGER WIRE SNUG FIT AGAINST CEILING HANGER WIRE PIPING RUNNERS, ATTACH WIRES 10
<br /> FRAMING J"O LYE SCREW x I A 12'---0" O.C. MAX,) ATTACHED TO NOT MORE THAN (2)
<br /> I-EP-A 'A 4'-0" O.C. I I ' CODE cr)
<br /> DANGER WIRE STEP 2 ADJACENT WALLS PER
<br /> INSTEAD OF 4
<br /> # 14 x STRAIGHTEN COMPRESSION POST IF TOP CLIP IS USED INS MIN, PENETRATION
<br /> @ 4'---0" O.C. MJIL, SCREW (('o' -el
<br /> SNAP--ON CLIP FASTEN TO CEILING MEMBER
<br /> FIN Ld AND SNAP INTO SNAP-ON CUP (3) FIGHT TURNS IN 1T 3. SPLICING AND JOINT CONDITIONS PER
<br /> PIN "X" AND "Y' cr. WITH MECHANICAL FASTENER 11 X11
<br /> _URES
<br /> -HER i I BOTH ENDS TYP.__
<br /> i CODE AND MANUFACI
<br /> MEMBERS rOGE1
<br /> WITH STRUT TIGHT TO
<br /> ,�/ / \\,� - -_ - I ------L SPECIFICATIONS
<br /> COMPRESSION STRUT SCHEDULE COMPRESSION STRUT SCHEDULE PIN "X" AND ------ --------------------------
<br /> CEILING RUNNER AND
<br /> IM
<br /> r 1, IJI` i ,1-i I ir-r 1 1 4� PROVIDE BLOCKING AT ALI- WALL
<br /> FRAMING ABOVE TOTAL, *VEMBER *MEMBER TOTAL *MEMBER *MEMBER MEMBERS TIGHT
<br /> 11 yl
<br /> CEILING LOCATIONS
<br /> lly, ------------
<br /> TO CEILINGf.s
<br /> LENG11-1 X" LENGTH X
<br /> COMPRESSION STRUT --------
<br /> RUNNER
<br /> 12'---7" 2" 2- 1/4" T T
<br /> TO RUNNER W 0 z 4'--0" 1/2"
<br /> 5'--2" 3/4" 1 16'---6" 2._1/2" 2--3/4" POST, - SUSPENDED ACOUSTICAL
<br /> AS REQ'D. ----------- C TR STRUCTURAL MAIN (3) TIGHT TURNS IN
<br /> INSTALL @ 12'--o" O.C., . ACOUSTIC _E
<br /> @ 1.8" O.C.-- BOTH ENDS TYR. CEILING
<br /> 0 ---_C' 6" _1/�l 20'--2" 3" (YF'. AT EACH RUNNERS
<br /> I-ANGER HOLE - F_
<br /> 4'--0" MAX FROM WALL W/
<br /> T-BAR
<br /> 6" 1/2" 2 6'---0" 4" 4-114'
<br /> ------- M.13, TO MAIN
<br /> ...... 11 4'---0" MAX� TO WALL FOR SEISMIC ELEMENTS
<br /> 8'
<br /> RUNNER
<br /> 91_10 1 1/2" 1-3 4,
<br /> __1ER OF EMT DIAMETER OF EMT
<br /> BOTTOM OF TEE DAME -------- —-------- SUSPENDED CEILING
<br /> ------- RUNNER OR FRAMING
<br /> MEMBER SUSPENDED ACOUSTICAL CEILING
<br /> ADJUSTABLE SEISMIC STRUT
<br /> 15SCALE: 1 2" 1 0" SCALE. 1 12" :=1 '-0"
<br /> FINISHED WALL
<br /> SEE FLOOR PLAN II
<br /> 2'--0"
<br /> LAMINATED PLASTIC
<br /> COUNTERTOP AND
<br /> SPLASH
<br /> (N) P,T.D. 2x SILL
<br /> METAL BASE
<br /> FINISH FLOOR MAT'L
<br /> S ]NISH SCHEDULE V TI
<br /> EE F
<br /> > 2X BLKG CONC, SLAB, S.S.D.
<br /> PROJECT: DATE:
<br /> 7K 08171 10 8
<br /> 4,_
<br /> CHECKED:
<br /> SUPPORT ANGLES ...... -1 ----_ - -
<br /> DRAWN:
<br /> ATTACH TO BLOCKING @
<br /> BCS
<br /> 48" O.C. MAA
<br /> T
<br /> /2
<br /> OUNTERTOP SUPPORT METALBASE
<br /> C)
<br /> SCALE: 1 112" 1 2SCALE: 3" 1 0" 1
<br /> 6c
<br /> LAMINATED PLASTIC
<br /> COUNTERTOP AND
<br /> CERAMIC TILE, SEE FINISH
<br /> SPLASH
<br /> SCHEDULE A10.1
<br /> X
<br /> —--------- i
<br /> Y)
<br /> .............. LAMINATED
<br /> PLASTIC FACING 1 Ti" TO 1/4"
<br /> AT WINDOW DRYSET
<br /> Clj
<br /> e57-77— -777-77-77-7------��
<br /> o MORTAR BED
<br /> 7=777777
<br /> ..............
<br /> CONTROL. JOINT STOREFRONT ca
<br /> <
<br /> WINDOW \\ \\ T
<br /> SHFE1 ...
<br /> ITI F:
<br /> 2--1/2" DIk <` CONC. SLAB,
<br /> STAINLESS S1 S�S,D,
<br /> <
<br /> DETAILS
<br /> SUPPORT LEG INTERIOR
<br /> CORE DRILL
<br /> SLAB FOR
<br /> A. SHEET:
<br /> 4
<br /> A
<br /> SUPPORT LEG
<br /> /A
<br /> I
<br /> E ..........
<br /> A
<br /> 4
<br /> E I A9ml 1
<br /> E (N) 'P.T.D. 2x FILL
<br /> A
<br /> N", 'v,
<br /> ORIGINAL SHEET SIZE
<br /> (D
<br /> E COUNTERTOP @ WINDOWS) CERAMIC TILE BASE 24"l-x 367'___
<br /> 0 -f- 0 J
<br /> c C,-j 0 'CALE: 1 1 /2 =11-0" SCALE: Y =V0"
<br /> o
<br />
|