ASTM C956-04(2015)

Standard Specification for Installation of Cast-In-Place Reinforced Gypsum Concrete

ABSTRACT
This specification covers the minimum requirements for the installation of cast-in-place reinforced gypsum concrete over permanent formboard. Subpurlins shall be designed to support live and dead loads of the roof deck. Got-rolled and cold-rolled steel shapes other than bulb trees or truss tees shall meet the requirements of this specification. Mineral fiber formborad shall be tested in accordance with the transverse loading test. Hexagonal reinforcing mesh, rectangular reinforcing fabric, gypsum concrete, and expansion filler strip shall be fabricated in accordance to the specification. The subpurlins shall be placed transversely to the purlins and primary framing and shall be spaced to suit the size of the formboards. Cross tees shall be provided where formboard ends are supported by purlins or the primary framing. Formboards shall be located face down on the flanges of the supporting members and with the ends on top of the purlins. The mesh of wire fabric shall be located with the main longitudinal wires at right angles to the subpurlins and adjacent to the formboard at midspan between the purlins. Expansion filler strips shall be placed continuously against the walls, curbs, nailers, or other rigid surfaces that gypsum concrete will abut. Gypsum concrete mixing and placement shall be performed. Mixing shall be thorough but not overmixed.
SCOPE
1.1 This specification covers the minimum requirements for the installation of cast-in-place reinforced gypsum concrete over permanent formboard.  
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.  
1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered requirements of the standard.

General Information

• Status: Historical
• Publication Date: 30-Sep-2015
• ICS: 91.100.10 - Cement. Gypsum. Lime. Mortar
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: C11 - Gypsum and Related Building Materials and Systems
• Drafting Committee: C11.03 - Specifications for the Application of Gypsum and Other Products in Assemblies

Relations

• Replaces: ASTM C956-04(2010) - Standard Specification for Installation of Cast-In-Place Reinforced Gypsum Concrete
• Effective Date: 01-Oct-2015
• Replaced By: ASTM C956-04(2019) - Standard Specification for Installation of Cast-In-Place Reinforced Gypsum Concrete
• Effective Date: 01-Oct-2019

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:C956 −04 (Reapproved 2015)
Standard Specification for
Installation of Cast-In-Place Reinforced Gypsum Concrete
This standard is issued under the fixed designation C956; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope 2.2 American Concrete Institute Standard:
ACI 318Building Code Requirements for Reinforced Con-
1.1 This specification covers the minimum requirements for
crete
the installation of cast-in-place reinforced gypsum concrete
2.3 American Welding Society Standard:
over permanent formboard.
D1.1Structural Welding Code Steel
1.2 The values stated in inch-pound units are to be regarded
3. Terminology
as the standard. The values given in parentheses are for
information only.
3.1 Definitions shall be in accordance with Terminology
C11.
1.3 The text of this standard references notes and footnotes
which provide explanatory material.These notes and footnotes
3.2 Definitions:
(excluding those in tables and figures) shall not be considered
3.2.1 primary framing, n—structural members provided to
requirements of the standard.
support the reinforced gypsum concrete roof deck assembly.
3.2.1.1 purlin, n—a secondary structural member that spans
2. Referenced Documents
the primary framing members and provides support for sub-
2.1 ASTM Standards:
purlins.
A82/A82MSpecification for Steel Wire, Plain, for Concrete
3.2.2 subpurlin, n—a steel member applied transversely to
Reinforcement (Withdrawn 2013)
the primary framing and purlins to support the formboards and
A185/A185M Specification for Steel Welded Wire
to transmit the dead and live loads from the gypsum concrete
Reinforcement, Plain, for Concrete (Withdrawn 2013)
slab to the primary framing.
A568/A568M Specification for Steel, Sheet, Carbon,
3.2.2.1 bulb tee, n—a subpurlin, hot-rolled formed steel,
Structural,andHigh-Strength,Low-Alloy,Hot-Rolledand
rail-shaped section.
Cold-Rolled, General Requirements for
3.2.2.2 truss tee, n—a subpurlin fabricated from steel wire
A653/A653MSpecification for Steel Sheet, Zinc-Coated
and strip, tee-shaped section.
(Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed)
by the Hot-Dip Process
3.2.3 cross tee, n—asteeltee-shapedsectionusedtosupport
C11Terminology Relating to Gypsum and Related Building
a formboard end at right angles to the subpurlins where a
Materials and Systems
formboard end does not occur over the purlin or primary
C317/C317MSpecification for Gypsum Concrete
framing.
C726Specification for Mineral Wool Roof Insulation Board
3.2.4 formboard, n—sheet material used as a permanent
E72Test Methods of Conducting Strength Tests of Panels
form to support the gypsum concrete.
for Building Construction
3.2.5 reinforcement, n—steel wire mesh or fabric used
within the gypsum concrete slab to provide longitudinal and
transverse strength.
This specification is under the jurisdiction of ASTM Committee C11 on
3.2.6 double-pouring, n—the application of gypsum con-
GypsumandRelatedBuildingMaterialsandSystemsandisthedirectresponsibility
ofSubcommitteeC11.03onSpecificationsfortheApplicationofGypsumandOther creteinmorethanonelayertocompletethefullslabthickness.
Products in Assemblies.
See 8.7.4.3.
Current edition approved Oct. 1, 2015. Published October 2015. Originally
3.2.7 ribbon-pouring or strip-pouring, n—theapplicationof
approved in 1981. Last previous edition approved in 2010 as C956–04(2010).
DOI: 10.1520/C0956-04R15.
narrow ribbons of gypsum concrete, about 10 to 12 in. (254 to
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on AvailablefromAmericanConcreteInstitute(ACI),P.O.Box9094,Farmington
the ASTM website. Hills, MI 48333-9094, http://www.concrete.org.
The last approved version of this historical standard is referenced on Available from American Welding Society (AWS), 550 NW LeJeune Rd.,
www.astm.org. Miami, FL 33126, http://www.aws.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
C956−04 (2015)
305 mm) wide by 1 to 1 ⁄2 in. (25.4 to 38.1 mm) deep, across 7.4 Reinforcement, Specification A82/A82M, shall be fab-
the width of the formboard at center of span between purlins. ricated from zinc-coated (galvanized) welded or woven steel
wire mesh or fabric having an effective cross-sectional area of
2 2
4. Delivery of Materials
not less than 0.026 in. (16.77 mm) per foot of slab width.
Reinforcement shall be free of rust, scale, or other materials
4.1 Materials shall be delivered in original packages,
that reduce bond to the gypsum concrete.
containers, or bundles bearing the brand name and name of
producer or seller. Bulk materials shall be delivered with the 7.4.1 Hexagonal Reinforcing Mesh,shallbefabricatedfrom
brand name and name of the producer or seller shown on the
2in.(50.8mm)hexagonalmeshformedofnotlessthan0.0410
accompanying bills of lading. in. (1.04 mm) diameter wires with longitudinal wires not less
than 0.0625 in. (1.59 mm) in diameter, spaced not more than 3
5. Storage of Materials
in. (76.2 mm) on centers. Steel wire for fabricating wire mesh
and fabric—Specification A82/A82M.
5.1 All materials shall be stored in a manner that prevents
damage before use. When stored under tarpaulins, ventilation 7.4.2 Rectangular Reinforcing Fabric, Specification A185/
shall be provided to prevent moisture accumulation under the A185M, shall be fabricated from longitudinal wires not less
tarpaulin. than 0.1055 in. (2.68 mm) in diameter spaced not more than 4
in. (102 mm) on centers and transverse wires not less than
5.2 Formboard shall be stored flat and off the ground.
0.0800 in. (2.03 mm) in diameter spaced not more than 8 in.
Handling and stacking shall be done in such a manner to
(203 mm) on centers.
preventdamagetoface,ends,andedgesandkeepdryuntiluse.
7.5 Gypsum Concrete,SpecificationC317/C317M, ClassA.
5.3 Whenitisnecessarytostoregypsumconcreteatthejob
site, the gypsum concrete shall be stored off the ground and
7.6 Water, shall be potable and free of substances that could
kept dry until use.
adversely affect the gypsum concrete.
7.7 Expansion Filler Strip, shall be not less than ⁄4 in. (19
6. Environmental Conditions
mm) thick and equal in height to the abutting gypsum concrete
6.1 The minimum temperature at which gypsum concrete is
and of the type specified by the producer of the gypsum
mixed and placed is not specified. Gypsum concrete shall not
concrete.
be mixed with water containing ice crystals.
NOTE 1—An exothermic reaction during setting ensures complete
8. Installation
hydration before freezing.
8.1 Installation of Subpurlins:
7. Materials
8.1.1 Installation, Normal:
8.1.1.1 Subpurlins—The subpurlins shall be placed trans-
7.1 Subpurlins:
versely to the purlins and primary framing and shall be spaced
7.1.1 Subpurlins shall be designed to support live and dead
tosuitthesizeoftheformboardsspecified.Subpurlinsshallbe
loads of the roof deck.
of sufficient length so that their joints occur over purlins or
7.1.2 Hot-rolledandcold-rolledsteelshapesotherthanbulb
primaryframing.Subpurlinjointsshallbealternatedsothatthe
tees or truss tees shall meet the requirements of this specifica-
joints are staggered one purlin space.
tion for subpurlins.
8.1.1.2 Subpurlins shall be welded to purlins and steel
7.2 Cross Tees, shall be not less than 1 ⁄4 in. (31.75 mm)
primary framing with ⁄8 in. (3.2 mm) fillet welds not less than
wideby ⁄2in.(12.7mm)high,fabricatedfromnotlessthan26
⁄2in.(12.7mm)longonalternatesidesofthesubpurlinateach
gage zinc-coated steel conforming to Specifications A653/
intersection with purlins. Except as otherwise specified, weld-
A653M or A568/A568M.
ing shall be in accordance with AWS D1.1. Where primary
7.3 Formboard:
framing is of wood, nails not less than 16d shall be used on
7.3.1 Mineral Fiber Formboard, Specification C726, not
each side of the subpurlins at each intersection.The nails shall
less than ⁄4 in. (19.0 mm) thick nor more than 3 in. (76 mm)
be bent over approximately ⁄4 in. (19 mm) to securely clinch
2 2
thick. It shall sustain a uniform load of 20 lb/ft (97 kg/m ).
the flange of the subpurlin.
7.3.1.1 Mineral fiber formboard shall be tested in accor-
8.1.2 Installation Seismic:
dance with the transverse loading test of Test Methods E72.
8.1.2.1 Subpurlins—The subpurlins shall be welded at each
7.3.1.2 The test specimen shall be uniformly loaded and
intersection with the purlins with ⁄8-in. (3.2-mm) fillet welds
supported at both edges and ends. The test specimens shall be
not less than 1 in. (25.4 mm) long, on one side. Both sides of
supported at the perimeter with a frame providing 1 in. (25.4
the subpurlin shall be welded with ⁄8-in. fillet welds not less
mm) bearing on ends and ⁄2 in. (12.7 mm) bearing on edges
than2in.(50.8mm)longwheresubpurlinjointsoccuroverthe
and 7 in. (177.8 mm) nominal clearance from the bed of the
purlin. Both sides of the subpurlin shall be welded with ⁄8-in.
apparatus.
fillet welds not less than 2 in. long at shear transfer points and
7.3.1.3 For formboards ⁄4 in. (19.0 mm) thick, test speci-
at intersections with exterior frame.
mensshallbe48in.(1200mm)longby24in.(600mm)wide.
8.1.3 Maximum Spans—Refer to X2.1.3.
7.3.1.4 Forformboards1in.(25.4mm)thickorgreater,test
specimens shall be 48 in. (1200 mm) long by 32 in. (800 mm) 8.2 Cross Tees—Cross tees shall be provided where form-
wide. board ends are supported by purlins or the primary framing.
C956−04 (2015)
8.3 Formboards—Formboards shall be located face down 8.7.4 Placement:
on the flanges of the supporting members and with the ends on 8.7.4.1 General—To avoid exposure to inclement weather
top of the purlins. and physical abuse, gypsum concrete shall be placed the same
8.3.1 Gypsumconcreteshallnotbepouredoverformboards day as the installation of the formboard and reinforcement
materials.
which have been wetted by rain or snow.
8.3.2 Thegypsumconcreteshallbepouredonthesameday (a) The deck shall be poured in sections of similar size.
8.7.4.2 Screeds Grounds—Screeds, such as metal bars or
the formboards are installed.
wood strips, shall be spaced approximately 10 ft (3050 mm)
8.4 Reinforcement—The mesh of wire fabric shall be lo-
apart at right angles on top of the subpurlins at a height that
cated with the main longitudinal wires at right angles to the
will allow the gypsum concrete slurry to be leveled at the
subpurlins and adjacent to the formboard at midspan between
specified thickness.
the purlins. Ends of the reinforcement shall be lapped not less
(a) Gypsum concrete cants, curbs, and drainage slopes shall
than 4 in. (102 mm) or one mesh, whichever is greater.
be placed to the design thickness. Curbs around openings shall
8.4.1 Edges shall be butted, not lapped, unless required for
be permitted to be formed with the formboard.
fire rated or horizontal diaphragm construction. Reinforcement
8.7.4.3 Thegypsumconcreteshallbedischargedintoplace-
shall be cut to fit at walls, curbs, and openings, folded over on
ment equipment immediately after completion of mixing.
to itself, and extended into all areas when gypsum concrete is
(a) The slurry shall be poured or discharged not more than
to be placed.
24 in. (600 mm) off the formboard to minimize impact and
8.5 Expansion Filler Strips—Expansion filler strips shall be
allowed to build to full thickness in one continuous operation.
placed continuously against the walls, curbs, nailers, or other
Double pouring shall not be permitted.
rigid surfaces that gypsum concrete will abut.
(b)As soon as the slurry has stiffened enough to hold a full
level, it shall be screeded to a true, even surface using a
8.6 Expansion Joints—Expansion joints shall be located at
smooth, rigid straight-edge.
expansion joints found in the main structure, at a maximum of
8.7.4.4 Place gypsum concrete cants, curbs, and drainage
200 ft (61 m) on center in a direction parallel to the subpurlins
slopes to the design thickness. Curbs around openings shall be
on large buildings, at intersections of wings on L-, U-, T-, and
permitted to be formed with the formboard.
H-shaped buildings and, wherever the roof framing changes
direction. See X1.5.5.
8.8 Roof Overhangs—Gypsum concrete shall not be placed
on roof overhangs, eaves, or other similar locations, on
8.7 Gypsum Concrete Mixing and Placement:
formboards unless the underside is protected against direct
8.7.1 General—All equipment, including mixers, pumps,
wetting by a suitable facia drip cap overhang.
hoses, tools, and screeds shall be kept clean and free of set
8.9 Drying—Construction moisture shall be removed from
gypsum concrete throughout the placement operation.
the building to permit drying of completed gypsum concrete
8.7.2 Proportioning—Theratioofwatertogypsumconcrete
slab, providing heat and ventilation where required. See X1.3.
shall be that specified by the producer of the gypsum concrete;
additional water is prohibited. Volumetric or metering devices
8.10 ProtectionofCompletedSlab—Gypsumconcreteisnot
shall be used to ensure accurate measurement.
a finished traffic or weather protective surface. The top side of
8.7.3 Mixing—Mixing shall be thorough but not overmixed.
the completed gypsum concrete slab shall be protected with a
The slurry shall be discharged into placement equipment
permanent waterproof covering.
immediatelyaftercompletionofmixingtoavoidbuildupofset
9. Keywords
material.
8.7.3.1 Calcium chloride or other admixtures shall not be 9.1 calculation of diaphragm shear; gypsum concrete; gyp-
added to the gypsum concrete. sum roof deck
APPENDIXES
(Nonmandatory Information)
X1. GENERAL INFORMATION
X1.1 Limitations of Use X1.1.2 Moisture Exposure—Cast-in-place gypsum concrete
is not recommended for general use in occupancies where it
X1.1.1 Roof Shapes and Designs—Gypsum roof decks
may be exposed to sustained relative humidity greater than
meeting this specification can be installed on flat, warped,
90% or condensing moisture. The producer of the gypsum
sawtooth, curved, or pitched roofs.
concrete should be consulted regarding limitations of use in
NOTEX1.1—Onflatroofs,aminimumpitchof ⁄8in./ft(10.4mm/m)is
high humidity occupancies.
recommended.
C956−04 (2015)
X1.1.3 Temperature Exposures—Where intermittent or ex- X1.5 Roof Coverings
tendedexposurestohightemperaturesaretobeexpecte
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: C956 − 04 (Reapproved 2010) C956 − 04 (Reapproved 2015)
Standard Specification for
Installation of Cast-In-Place Reinforced Gypsum Concrete
This standard is issued under the fixed designation C956; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 This specification covers the minimum requirements for the installation of cast-in-place reinforced gypsum concrete over
permanent formboard.
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information
only.
1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered requirements of the standard.
2. Referenced Documents
2.1 ASTM Standards:
A82/A82M Specification for Steel Wire, Plain, for Concrete Reinforcement (Withdrawn 2013)
A185/A185M Specification for Steel Welded Wire Reinforcement, Plain, for Concrete (Withdrawn 2013)
A568/A568M Specification for Steel, Sheet, Carbon, Structural, and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled,
General Requirements for
A653/A653M Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the
Hot-Dip Process
C11 Terminology Relating to Gypsum and Related Building Materials and Systems
C317/C317M Specification for Gypsum Concrete
C726 Specification for Mineral Wool Roof Insulation Board
E72 Test Methods of Conducting Strength Tests of Panels for Building Construction
2.2 American Concrete Institute Standard:
ACI 318 Building Code Requirements for Reinforced Concrete
2.3 American Welding Society Standard:
D1.1 Structural Welding Code Steel
3. Terminology
3.1 Definitions shall be in accordance with Terminology C11.
3.2 Definitions:
3.2.1 primary framing, n—structural members provided to support the reinforced gypsum concrete roof deck assembly.
3.2.1.1 purlin, n—a secondary structural member that spans the primary framing members and provides support for subpurlins.
3.2.2 subpurlin, n—a steel member applied transversely to the primary framing and purlins to support the formboards and to
transmit the dead and live loads from the gypsum concrete slab to the primary framing.
3.2.2.1 bulb tee, n—a subpurlin, hot-rolled formed steel, rail-shaped section.
3.2.2.2 truss tee, n—a subpurlin fabricated from steel wire and strip, tee-shaped section.
This specification is under the jurisdiction of ASTM Committee C11 on Gypsum and Related Building Materials and Systems and is the direct responsibility of
Subcommittee C11.03 on Specifications for the Application of Gypsum and Other Products in Assemblies.
Current edition approved May 15, 2010Oct. 1, 2015. Published September 2010October 2015. Originally approved in 1981. Last previous edition approved in 20042010
as C956C956 – 04 (2010).–04. DOI: 10.1520/C0956-04R10.10.1520/C0956-04R15.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
The last approved version of this historical standard is referenced on www.astm.org.
Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http://www.concrete.org.
Available from American Welding Society (AWS), 550 NW LeJeune Rd., Miami, FL 33126, http://www.aws.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
C956 − 04 (2015)
3.2.3 cross tee, n—a steel tee-shaped section used to support a formboard end at right angles to the subpurlins where a
formboard end does not occur over the purlin or primary framing.
3.2.4 formboard, n—sheet material used as a permanent form to support the gypsum concrete.
3.2.5 reinforcement, n—steel wire mesh or fabric used within the gypsum concrete slab to provide longitudinal and transverse
strength.
3.2.6 double-pouring, n—the application of gypsum concrete in more than one layer to complete the full slab thickness. See
8.7.4.3.
3.2.7 ribbon-pouring or strip-pouring, n—the application of narrow ribbons of gypsum concrete, about 10 to 12 in. (254 to 305
mm) wide by 1 to 1 ⁄2 in. (25.4 to 38.1 mm) deep, across the width of the formboard at center of span between purlins.
4. Delivery of Materials
4.1 Materials shall be delivered in original packages, containers, or bundles bearing the brand name and name of producer or
seller. Bulk materials shall be delivered with the brand name and name of the producer or seller shown on the accompanying bills
of lading.
5. Storage of Materials
5.1 All materials shall be stored in a manner that prevents damage before use. When stored under tarpaulins, ventilation shall
be provided to prevent moisture accumulation under the tarpaulin.
5.2 Formboard shall be stored flat and off the ground. Handling and stacking shall be done in such a manner to prevent damage
to face, ends, and edges and keep dry until use.
5.3 When it is necessary to store gypsum concrete at the job site, the gypsum concrete shall be stored off the ground and kept
dry until use.
6. Environmental Conditions
6.1 The minimum temperature at which gypsum concrete is mixed and placed is not specified. Gypsum concrete shall not be
mixed with water containing ice crystals.
NOTE 1—An exothermic reaction during setting ensures complete hydration before freezing.
7. Materials
7.1 Subpurlins:
7.1.1 Subpurlins shall be designed to support live and dead loads of the roof deck.
7.1.2 Hot-rolled and cold-rolled steel shapes other than bulb tees or truss tees shall meet the requirements of this specification
for subpurlins.
1 1
7.2 Cross Tees, shall be not less than 1 ⁄4 in. (31.75 mm) wide by ⁄2 in. (12.7 mm) high, fabricated from not less than 26 gage
zinc-coated steel conforming to Specifications A653/A653M or A568/A568M.
7.3 Formboard:
7.3.1 Mineral Fiber Formboard, Specification C726, not less than ⁄4 in. (19.0 mm) thick nor more than 3 in. (76 mm) thick.
2 2
It shall sustain a uniform load of 20 lb/ft (97 kg/m ).
7.3.1.1 Mineral fiber formboard shall be tested in accordance with the transverse loading test of Test Methods E72.
7.3.1.2 The test specimen shall be uniformly loaded and supported at both edges and ends. The test specimens shall be supported
at the perimeter with a frame providing 1 in. (25.4 mm) bearing on ends and ⁄2 in. (12.7 mm) bearing on edges and 7 in. (177.8
mm) nominal clearance from the bed of the apparatus.
7.3.1.3 For formboards ⁄4 in. (19.0 mm) thick, test specimens shall be 48 in. (1200 mm) long by 24 in. (600 mm) wide.
7.3.1.4 For formboards 1 in. (25.4 mm) thick or greater, test specimens shall be 48 in. (1200 mm) long by 32 in. (800 mm) wide.
7.4 Reinforcement, Specification A82/A82M, shall be fabricated from zinc-coated (galvanized) welded or woven steel wire
2 2
mesh or fabric having an effective cross-sectional area of not less than 0.026 in. (16.77 mm) per foot of slab width.
Reinforcement shall be free of rust, scale, or other materials that reduce bond to the gypsum concrete.
7.4.1 Hexagonal Reinforcing Mesh, shall be fabricated from 2 in. (50.8 mm) hexagonal mesh formed of not less than 0.0410
in. (1.04 mm) diameter wires with longitudinal wires not less than 0.0625 in. (1.59 mm) in diameter, spaced not more than 3 in.
(76.2 mm) on centers. Steel wire for fabricating wire mesh and fabric—Specification A82/A82M.
7.4.2 Rectangular Reinforcing Fabric, Specification A185/A185M, shall be fabricated from longitudinal wires not less than
0.1055 in. (2.68 mm) in diameter spaced not more than 4 in. (102 mm) on centers and transverse wires not less than 0.0800 in.
(2.03 mm) in diameter spaced not more than 8 in. (203 mm) on centers.
7.5 Gypsum Concrete, Specification C317/C317M, Class A.
C956 − 04 (2015)
7.6 Water, shall be potable and free of substances that could adversely affect the gypsum concrete.
7.7 Expansion Filler Strip, shall be not less than ⁄4 in. (19 mm) thick and equal in height to the abutting gypsum concrete and
of the type specified by the producer of the gypsum concrete.
8. Installation
8.1 Installation of Subpurlins:
8.1.1 Installation, Normal:
8.1.1.1 Subpurlins—The subpurlins shall be placed transversely to the purlins and primary framing and shall be spaced to suit
the size of the formboards specified. Subpurlins shall be of sufficient length so that their joints occur over purlins or primary
framing. Subpurlin joints shall be alternated so that the joints are staggered one purlin space.
1 1
8.1.1.2 Subpurlins shall be welded to purlins and steel primary framing with ⁄8 in. (3.2 mm) fillet welds not less than ⁄2 in. (12.7
mm) long on alternate sides of the subpurlin at each intersection with purlins. Except as otherwise specified, welding shall be in
accordance with AWS D1.1. Where primary framing is of wood, nails not less than 16d shall be used on each side of the subpurlins
at each intersection. The nails shall be bent over approximately ⁄4 in. (19 mm) to securely clinch the flange of the subpurlin.
8.1.2 Installation Seismic:
8.1.2.1 Subpurlins—The subpurlins shall be welded at each intersection with the purlins with ⁄8-in. (3.2-mm) fillet welds not
less than 1 in. (25.4 mm) long, on one side. Both sides of the subpurlin shall be welded with ⁄8-in. fillet welds not less than 2 in.
(50.8 mm) long where subpurlin joints occur over the purlin. Both sides of the subpurlin shall be welded with ⁄8-in. fillet welds
not less than 2 in. long at shear transfer points and at intersections with exterior frame.
8.1.3 Maximum Spans—Refer to X2.1.3.
8.2 Cross Tees—Cross tees shall be provided where formboard ends are supported by purlins or the primary framing.
8.3 Formboards—Formboards shall be located face down on the flanges of the supporting members and with the ends on top
of the purlins.
8.3.1 Gypsum concrete shall not be poured over formboards which have been wetted by rain or snow.
8.3.2 The gypsum concrete shall be poured on the same day the formboards are installed.
8.4 Reinforcement—The mesh of wire fabric shall be located with the main longitudinal wires at right angles to the subpurlins
and adjacent to the formboard at midspan between the purlins. Ends of the reinforcement shall be lapped not less than 4 in. (102
mm) or one mesh, whichever is greater.
8.4.1 Edges shall be butted, not lapped, unless required for fire rated or horizontal diaphragm construction. Reinforcement shall
be cut to fit at walls, curbs, and openings, folded over on to itself, and extended into all areas when gypsum concrete is to be placed.
8.5 Expansion Filler Strips—Expansion filler strips shall be placed continuously against the walls, curbs, nailers, or other rigid
surfaces that gypsum concrete will abut.
8.6 Expansion Joints—Expansion joints shall be located at expansion joints found in the main structure, at a maximum of 200
ft (61 m) on center in a direction parallel to the subpurlins on large buildings, at intersections of wings on L-, U-, T-, and H-shaped
buildings and, wherever the roof framing changes direction. See X1.5.5.
8.7 Gypsum Concrete Mixing and Placement:
8.7.1 General—All equipment, including mixers, pumps, hoses, tools, and screeds shall be kept clean and free of set gypsum
concrete throughout the placement operation.
8.7.2 Proportioning—The ratio of water to gypsum concrete shall be that specified by the producer of the gypsum concrete;
additional water is prohibited. Volumetric or metering devices shall be used to ensure accurate measurement.
8.7.3 Mixing—Mixing shall be thorough but not overmixed. The slurry shall be discharged into placement equipment
immediately after completion of mixing to avoid buildup of set material.
8.7.3.1 Calcium chloride or other admixtures shall not be added to the gypsum concrete.
8.7.4 Placement:
8.7.4.1 General—To avoid exposure to inclement weather and physical abuse, gypsum concrete shall be placed the same day
as the installation of the formboard and reinforcement materials.
(a) The deck shall be poured in sections of similar size.
8.7.4.2 Screeds Grounds—Screeds, such as metal bars or wood strips, shall be spaced approximately 10 ft (3050 mm) apart at
right angles on top of the subpurlins at a height that will allow the gypsum concrete slurry to be leveled at the specified thickness.
(a) Gypsum concrete cants, curbs, and drainage slopes shall be placed to the design thickness. Curbs around openings shall be
permitted to be formed with the formboard.
8.7.4.3 The gypsum concrete shall be discharged into placement equipment immediately after completion of mixing.
(a) The slurry shall be poured or discharged not more than 24 in. (600 mm) off the formboard to minimize impact and allowed
to build to full thickness in one continuous operation. Double pouring shall not be permitted.
(b) As soon as the slurry has stiffened enough to hold a full level, it shall be screeded to a true, even surface using a smooth,
rigid straight-edge.
C956 − 04 (2015)
8.7.4.4 Place gypsum concrete cants, curbs, and drainage slopes to the design thickness. Curbs around openings shall be
permitted to be formed with the formboard.
8.8 Roof Overhangs—Gypsum concrete shall not be placed on roof overhangs, eaves, or other similar locations, on formboards
unless the underside is protected against direct wetting by a suitable facia drip cap overhang.
8.9 Drying—Construction moisture shall be removed from the building to permit drying of completed gypsum concrete slab,
providing heat and ventilation where required. See X1.3.
8.10 Protection of Completed Slab—Gypsum concrete is not a finished traffic or weather protective surface. The top side of the
completed gypsum concrete slab shall be protected with a permanent waterproof covering.
9. Keywords
9.1 calculation of diaphragm shear; gypsum concrete; gypsum roof deck
APPENDIXES
(Nonmandatory Information)
X1. GENERAL INFORMATION
X1.1 Limitations of Use
X1.1.1 Roof Shapes and Designs—Gypsum roof decks meeting this specificati
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