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National Gypsum Construction Guide

National Gypsum Construction Guide The entire - AECinfo.com

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GYPSUM SYSTEMS<br />

Nonload-Bearing Steel Frame Partitions<br />

09 29 00/NGC<br />

BUYLINE 1100<br />

DESCRIPTION<br />

Steel framed drywall partitions<br />

are comprised of steel floor<br />

and ceiling tracks, steel<br />

studs and Gold Bond<br />

<strong>Gypsum</strong> wallboard which<br />

is attached with self-drilling<br />

drywall screws. Metal<br />

products are to meet or<br />

exceed all applicable<br />

ASTM standards.<br />

<strong>Gypsum</strong> wallboard may be<br />

applied horizontally or<br />

vertically in single or<br />

double layers. In double<br />

layer construction, the face,<br />

or finish layer, may be<br />

Durasan panels adhesively<br />

applied to the base layer.<br />

For specific fire and sound<br />

ratings for this system, see<br />

test data on pages 11<br />

through 26.<br />

ADVANTAGES<br />

1. Openings provided<br />

throughout the length of<br />

the steel studs permit the<br />

easy horizontal routing of<br />

water, gas and electrical<br />

conduit. These openings<br />

may also be used to install<br />

C.R. Channel stiffeners<br />

where increased rigidity is<br />

required. Interruption of the<br />

floor or ceiling track allows<br />

the vertical installation of<br />

larger utilities.<br />

2. Fire resistance: 1-, 2-, 3-<br />

and 4-hour fire ratings have<br />

been assigned to these<br />

systems (see pages 11-26).<br />

3. Sound resistance: where<br />

a superior Sound<br />

Transmission Class is<br />

required, it can be<br />

achieved through the use<br />

of several variations with<br />

this system.<br />

TECHNICAL DATA<br />

PARTITION HEIGHTS<br />

Light Gauge Steel Studs are<br />

designed to frame nonloadbearing<br />

partitions which<br />

are limited in height by<br />

deflection resulting from<br />

extraneous horizontal<br />

forces. For any given<br />

horizontal load, the amount<br />

of deflection increases as<br />

the height of the partition<br />

increases.<br />

Tables 1 and 2 on the next<br />

page show maximum<br />

partition heights based on<br />

specific design criteria. The<br />

height limits shown are<br />

based on the gypsum<br />

wallboard and the steel<br />

studs acting as a composite<br />

section to provide a<br />

maximum deflection of<br />

L/120, L/240, L/360<br />

(L = partition height in<br />

inches) with a horizontal<br />

load of 5 psf, 7.5 psf, and<br />

10 psf of partition surface.<br />

Increased rigidity may be<br />

obtained by placing<br />

stiffener channels through<br />

the steel stud cut-outs, by<br />

using two layer application<br />

of gypsum wallboard or by<br />

decreasing stud spacing.<br />

Standard 25 and 20 gauge<br />

studs, recommended for<br />

interior partitions, have<br />

height limits as shown in<br />

Tables 1 and 2. Wallboard<br />

must be attached to full<br />

height on both sides of<br />

studs with Type S Bugle<br />

Head Drywall Screws<br />

(Type S-12 for 20 gauge<br />

studs) spaced not more<br />

than 12" o.c. on all studs<br />

when framing is 24" o.c.<br />

and 16" o.c. if framing is<br />

16" o.c. or less. Screw<br />

lengths must be not less<br />

than 3/8" greater than the<br />

total thickness of the<br />

wallboard being fastened.<br />

Light steel 20 gauge studs are<br />

designed for exterior,<br />

nonload-bearing curtain<br />

wall systems, but are also<br />

used for interior partitions<br />

to provide more ridigity or<br />

greater heights than can be<br />

obtained with Standard 25<br />

gauge studs.<br />

LIMITATIONS<br />

1. Maximum stud spacing for<br />

single layer application of<br />

1/2" and 5/8" gypsum<br />

wallboard is 24" o.c. If 3/8"<br />

gypsum wallboard is used,<br />

it must be applied in two<br />

layers, with the second<br />

layer adhesively applied;<br />

24" o.c. stud spacing may<br />

be used.<br />

2. Where long, continuous<br />

runs of this wall system are<br />

employed, control joints<br />

must be provided every 30'<br />

or less.<br />

3. Where structural movement<br />

may impose direct loads on<br />

these systems, isolation<br />

details are required.<br />

4. Partitions should not be<br />

used where frequently<br />

exposed to excessive<br />

moisture unless all surfaces<br />

are waterproofed.<br />

5. To prevent weakening<br />

due to calcining, gypsum<br />

wallboard should not be<br />

exposed to temperatures<br />

over 125˚F for extended<br />

periods of time.<br />

6. Wallboard joints on<br />

single layer, or the face<br />

layer on two layer<br />

applications, shall not<br />

occur within 12" of the<br />

corners of door frames<br />

unless control joints are<br />

installed at the corners.<br />

7. For limitations regarding<br />

selection of doors and<br />

doorframes, refer to table<br />

on page 89.<br />

8. Where reference is made<br />

to nominal gauges, 25<br />

gauge relates to a<br />

minimum base steel of<br />

.0179", and 20 gauge to<br />

.0329".<br />

09 29 00<br />

NATIONAL GYPSUM WALLBOARD PRODUCTS<br />

87

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