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Design No. U314
Bearing Wall Rating—1 HR.
Finish Rating—26 Min.
Load Restricted for Canadian Applications—See Guide BXUV7
Z4' 24'—_1
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1. Wood Studs— Now,2 by 4 in.,spaced 24 in.OC,effectively fire
stopped.
2. Gypsum Board-— 5/8 in.thick,24 to 54 in.wide.Gypsum boards
nailed to studs and bearing plates 7 in.OC with 6d cement coated nails
1-7/8 in.long,0.0915 in.shank diam and 1/4 in.diam head.When
used in widths other than 48 in.,gypsum panels to be installed hori-
zontally.
CANADIAN GYPSUM COMPANY—Types AR,IP-AR,IP-Xl,
SCX,SHX,WRX.
UNITED STATES GYPSUM CO—Type AR,FRX-G,IP-AR,
14 W
IT-XI,SCX,SHX or WRX. IN % =
USG MEXICO S A DE C V—Type AR,IP-AR,IP-Xl,SCX,SHX ..Lo
or WRX. 61 .0 X
2& Gypsum Board*— (As an alternate to Item 2)—Norn 3/4 in.thick,4 W
W
it wide,installed as des;cribed in Item 2. 'n
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CANADIAN GYPSUM COMPANY—Types AR,IP-AR.
UNITED STATES GYPSUM CO—Types AR,IP-AR.
3.�uUSG MEXICO S A DE C V—Typits AR,IP-AR.
ints and Nailheads— Wallboard joints covered with gaper tape and
joint compound.Nailheads covered with joint compoun .As an alter-
nate,norn 3/32 in.thick gypsum veneer plaster may be applied to the
entire surface of Classifie veneer baseboard.joints reinforced.When
s C
quare-edge gypsum board is used,treatment of joints is optional.
4. Steel Comer Fasteners— (Optional)—For use at wall corners.Chan-
nel shaped,2 in.long by 1 in.high on the back side with two 1/8 in.
wide cleats intruding into the 5/8 in.wide channel,fabricated from
24 gauge gafl,steel.Fasteners aTplied only to the end or cut edge(not
along tapered edges)of the wa board,no reater than 2 in.from cor-
ner of wallboard,max spacing 16 in.CC.kailed to adjacent stud &
throu h tab using one No.6d cement coated nail per fastener.Corners
Of lboand shall be nailed to top and bottom plate using No.6d 9L
come t coated nails.
5. Battsn
and Blankets-— (Optional,Not Shown)—Mineral wool insula-
tion placed in stud cavities,
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.Be THERMARBER INC
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aring the UL Classification Mar ing. S
X
FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV)
The fire-resistive materials applied to the steel sections should be pro-
tecked from damage.
V a .2
VI.WALL AND PARTITION ASSEMBLIES r 0
The ratings for walls and partitions apply when either face of the assem-
0
bly is exposed to the fire unless indicated otherwise on a specific design. 96
Flashing and corner details may vary from those described in a design pria-
vided structural equivalency is maintained and similar materials to those
specified in the design are used for supports,fasteners and flashings.
The hourly rating of a loid-bearing assembly also applies to the same
assembly when it is used as a non-load-bearing assembly.
The size of studs are minimum unless otherwise stated in a design. I J
The spacing of studs isa maximum unless otherwise stated in a design. .06
Spacing between parallel rows of studs are minimums unless otherwise -6
stated in the individual designs. 41 JI
Gypsum board thicknesses specified in specific designs are minimums.
Greater thickne�sses of gypsum board are permitted as long as the fastener
length is increased to provide penetration into framing that is equal to or
greater than that achieved with the specified gypsum board thickness and
fasteners.
Additional layers of gypsum board am permitted to be added to any
design.
Orientation,vertical or horizontal,of the application of gypsum board in
walls and partitions is specified in the individual designs.
Except when gypsum board is allowed to he applied horizontally in the
individual wall designs,horizontal butt joints of vertically applied gypsum
board should be backed by the same type studs as specified in the design.
Alternatively,minimum 25 gauge steel framing with a minimum attachment
face of 1-1/4 in.may be used for the backing.Both edges of the gypsum
board forming the horizontal joint should be attached to the backing with
the same screws and spacing as specified in the design for the attachment of
'w4x &wax(3i)Z�0 e. '6r:;P77Z*-a the gypsum board edges,then finished as specified for the vertical joints.
Horizontal butt joints on opposite sides of the studs in single-layer appli-
"'Ciz-0-o evvexlwer- Allxwreegsr cations should be staggered a minimum of 12 in.unless otherwise stated in
the individual designs. Horizontal butt joints in adjacent layers on the same
4:7,Q 1"-':eV4V'4 face of the assembly in multiple-lay-r applications Should be staggered a
Z_ Z'K minimum of 12 in.onto.ss otherwise stated in the individual designs.
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REQUIREMENTS
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