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METAL STUD TABLE - MAX WALL HEIGHT (/240
" STUD SIZE GAGE STUD DESIGNATION S MAX WALL HEIGHT
UNDERSIDE OF STRUCTURE 3 5//3 25 362 S 125 -1 COMPOSITE SECTION NON {OMPOSITESECTION
16" 14'-4" 12' -6"
SAFING INSULATION 24" 13' -5" 10' -10"
pi 20 362 S 125 -33 16" 16' -5" 15' -6"
DEFLECTION CHANNEL PAINT TO 24" 14' -9" 13' -6"
�� , MATCH WALL 6" 25 600 S 125 -18 16" 19' -9" -
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OM " ' "
20 600 S 125 -33 16 24 -9 -6" 23'-11"
�� 24" 21' -7" 20' -10"
ALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS' ASSOCIATION (SSMA) TABLES
• • R NON - STRUCTURAL COMPOSITE AND NON - COMPOSITE SECTION IN INTERIOR
. PPLICATIONS (5 PSF) WITH DEFLECTION LIMIT OF L/240.
0 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK. GYPSUM
2 BOARD ON BOTH SIDES W / #6 SCREWS AT 12 INCHES O.C. MAX.
u
N
W HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING
v R OF T
(1) LAYER 'X' GYPSUM BOARD OR S ON OPPOSITE SIDE AND USE NON - COMPOSITE SECTION VALUES.
0 � ON EACH SIDE OF STUD
.` CEILING WIRE ATTACHEMENT
AS METAL STUDS, SEE MTL. STUD CONSTRUCTION TYPE FASTENER
SCHEDULE FOR GAGE, SPACING, AND
r HEIGHT WOOD 1/4 "X 3" SCREW EYES
I 6 ® STEEL DECK PRE -DROP WIRES, CMI DC1 OR DC 2 1/4"
METAL DECK SCREW EYES.
:Oil I
ECURE TO HANDLE APPLIED LOADS POST TENSION PRE -DROP WIRES, EMBEDS, 1 /4"X 3/4" METAL
CONCRETE HIT ANCHORS
POURED IN PLACE PRE -DROP WIRES, EMBEDS, 1 /4 "X 3/4" METAL
l I CONCRETE HIT ANCHORS
OTE: THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES; FOR OTHER STATES
ERIFY WITH AHJ.
WALL TYPE D
6 PARTITION TO STRUCTURE SCHEDULES _
T-3 1 1/2" =1%0" IBC - WALL -TYP -D 02.08 N.T.S. IBC- WALL - SCHEDULE -02.08