Deletion legend:

[1- Default – Not related to structural wind resistance design]

[2- Fire/Life Safety]

[3- Covered in model base code]

[4- Code Cycle Modification to be submitted to strike section and refer to appropriate FBC,B sections]

SECTION R4411

[4- Code Cycle Modification to be submitted to strike section and refer to appropriate FBC,B sections]

HIGH-VELOCITY HURRICANE ZONES — GYPSUM BOARD AND PLASTER

R4411.1 Lathing.

R4411.1.1 General. Lath shall be gypsum, metal or wire lath, as set forth herein, and shall conform to the Standard Specification for Interior Lathing and Furring , ANSI A42.4.

R4411.1.2 Gypsum lath. Gypsum lath shall conform to the Standard Specification for Gypsum Lath , ASTM C 37.

R4411.1.2.1 Gypsum lath shall be nailed to wood supports, at intervals not to exceed 5 inches (127 mm), with 13-gauge galvanized or blued nails having 19/64 inch (7.5 mm) diameter flat heads (7.5 mm). Nails shall be not less than 11/8 inches (29 mm) long for 3/8 inch (9.5 mm) lath nor less than 11/4 inches (32 mm) for 1/2 inch (12.7 mm) lath. Each 16-inch (406 mm) width of lath shall be secured to each support with not less than five nails except that where fire-resistive-rated construction is not required, there shall not be less than four nails.

R4411.1.2.2 Lath shall be secured to horizontal or vertical metal supports by means of approved special clips.

R4411.1.2.3 The center-to-center spacing of wood supports shall not exceed 16 inches (406 mm) for 3/8 inch (9.5 mm) gypsum lath and shall not exceed 24 inches (610 mm) for 1/2 inch (12.7 mm) gypsum lath.

R4411.1.2.4 The center-to-center spacing for gypsum lath applied to metal studs shall not exceed that set forth herein above for wood supports except that 3/8 inch (9.5 mm) gypsum lath may be applied to metal studs spaced 24 inches (610 mm) on centers where a minimum of 3/4-inch (19 mm), three-coat plaster is applied over the lath.

R4411.1.2.5 Lath shall be applied with face side out and with the long dimension at right angles to the framing members. Joints shall be broken in each course, except that end joints may fall on one support when such joints are covered with 3-inch- wide (76 mm) strips of metal lath. Lath shall be butted together.

R4411.1.2.6 Corner bead and inside angle reinforcing shall not be required.

R4411.1.2.7 No interior lath shall be applied until the roof is on and the building is dried in.

R4411.1.3 Metal and wire lath.

R4411.1.3.1 Metal and wire lath and metal accessories embedded in the plaster shall be galvanized or otherwise rust-resistant by approved means. Weight tags shall be left on all metal or wire lath until approved by the building official.

R4411.1.3.2 The weight of metal and wire lath and the spacing of supports shall conform to the requirements set forth in Table R4411.1.3.2.

TABLE R4411.1.3.2

WEIGHTS OF METAL AND WIRE LATH*

TYPE OF LATH MINIMUM WGT. (lb per sq yd) MAXIMUM SPACING OF SUPPORTS (in.)

For Walls For Ceilings

Flat Expanded Metal Lath 2.5 16 0

Flat Expanded Metal Lath 3.4 16 16

Flat Rib Metal Lath 2.75 16 12

Flat Rib Metal Lath 3.4 19 19

3/8" Rib Metal Lath 3.4 24 24

Sheet-Metal Lath 4.5 24 24

Wire Lath 2.48 16 12

Wire Fabric ** 16 16

For SI: 1 inch = 25.4 mm, 1 square yard = 0.8361 m2.

* V-stiffened that expanded metal lath of equal rigidity and weight is permissible on the same spacings as 3/8" rib metal lath.

** Paper-backed wire fabric, No. 16-gauge wire, 2" x 2" mesh, with stiffner.

R4411.1.3.3 All metal lath shall be lapped 1 inch (25 mm) minimum.

R4411.1.3.4 All attachments for securing metal lath, wire lath and wire fabric to supports shall be spaced not more than 6 inches (152 mm) apart, and side laps shall be secured to supports and be tied between supports at not to exceed 9 inches (229 mm) intervals.

R4411.1.3.5 Metal and wire lath shall be attached to vertical wood supports with the equivalent of 4d galvanized or blue common nails driven to a penetration of at least 3/4 inch (19 mm) and bent over to engauge not less than three strands of lath. Metal and wire lath shall be attached to ceiling joists or other horizontal wood supports with the equivalent of No. 11-gauge, barbed, galvanized or blued nails 11/2 (38 mm) inches long having a head not less than 3/8 inch (9.5 mm) in diameter.

R4411.1.3.6 Metal and wire lath shall be attached to horizontal and vertical metal supports with the equivalent of No. 8 galvanized sheet-metal screws.

R4411.1.4 Nonbearing lath and plaster partitions.

R4411.1.4.1 Where reinforced plaster or pneumatically placed plaster partitions are used, they shall have vertical steel or iron channels with a depth of not less than one-third of the thickness of the partition and spaced not more than 24 inches (610 mm) on centers. The thickness of metal in the channels shall not be less than 16 U.S. standard gauge or light gauge steel studs.

R4411.1.4.2 Hollow nonbearing partitions of reinforced plaster or pneumatically placed plaster shall have a shell thickness of not less than 3/4 inch (19 mm).

R4411.1.4.3 Metal reinforcing shall be as set forth in Table R4411.1.3.2, and gypsum lath shall not be less than 3/8 inch (9.5 mm) in thickness. The minimum thickness of metal lath and plaster partitions shall be not less than 2 inches (51 mm) or 1/84 of the distance between supports.

R4411.1.5 Suspended and furred plaster ceilings.

R4411.1.5.1 General. Suspended or furred plaster ceilings shall be designed and constructed as set forth herein.

R4411.1.5.2 Main runners. Main runners or carriers shall be rolled steel channels not less than the sizes and weights set forth in Table R4411.1.5.2.

A main runner shall be located not more than 6 inches (152 mm) from parallel walls to support the ends of cross furring. The ends of main runners at walls shall be supported by hangers located not more than 12 inches (305 mm) from such ends. Splices in main runners shall be lapped 12 inches (305 mm) and tied, each end, with double loops of No. 16-gauge wire.

TABLE R4411.1.5.2

SPANS AND SPACING OF MAIN RUNNERS

MINIMUM SIZE AND TYPE MAXIMUM SPAN BETWEEN HANGERS OR SUPPORTS MAXIMUM CENTER-TO-CENTER SPACING OF RUNNERS

3/4" - 0.3 lb per ft 2'-0" 3'-0"

1-1/2" - 0.475 lb per ft 3'-0" 4'-0"

1-1/2" - 0.475 lb per ft 3'-6" 3'-6"

1-1/2" - 0.475 lb per ft 4'-0" 3'-0"

1-1/2" - 1.12 lb per ft 4'-0" 5'-0"

2" -1.26 lb per ft 5'-0" 5'-0"

1-1/2" x 1-1/2" x 3/16" angle 5'-0" 5'-0"

For SI: 1 in. = 25.4 mm;1 lb/ft = 1.4882 kg/m.

R4411.1.5.3 Cross furring. Cross furring, or spacers, for various spacing of main runners or other supports shall be not less than as set forth in Table R4411.1.5.3.

TABLE R4411.1.5.3

SIZES OF CROSS FURRING IN SUSPENDED AND FURRED CEILINGS

SIZE AND TYPE MAXIMUM SPAN BETWEEN SUPPORTS MAXIMUM SPACING

1/4" pencil rods Up to 2'-0" 12"

3/4" channels Up to 3'-0" 24"

3/4" channels Up to 4'-0" 16"

For SI: 1 in. = 25.4 mm.

R4411.1.5.3.1 Cross furring shall be securely saddle-tied to the main runners by not less than two strands of No. 16 W and M gauge galvanized wire or equivalent approved attachments. Cross furring shall be attached to joists or beams with double No. 14 W and M gauge galvanized wire or equivalent approved attachments.

Splices in cross furring shall be lapped 8 inches (203 mm) and tied, each end, with double loops of No. 16-gauge wire.

R4411.1.5.4 Hangers. Hangers supporting suspended ceilings shall be not less than as set forth in Table R4411.1.5.4.

TABLE R4411.1.5.4

HANGERS SUPPORTING SUSPENDED CEILINGS

CEILING AREA SUPPORTED (SQUARE FEET) MINIMUM SIZE OF HANGER

12.5 8-gauge wire

16 6-gauge wire

18 3/16" rod

22.5 1/4" rod

50 1" x 3/16" flat bar

For SI: 1 in. = 25.4 mm.

R4411.1.5.4.1 Hangers shall be saddle-tied or wrapped around main runners to develop the full strength of the hangers. Hangers shall be fastened to or embedded in the structural framing, masonry or concrete. Lower ends of flat-strap hangers shall be bolted with 3/8 inch (9.5 mm) bolts to runner channels or bent tightly around corners and bolted to the main part of the hanger. Where the area of a plastered ceiling exceeds 100 square feet (93 m2), suitable methods to resist uplift forces shall be provided for each 64 square feet (6 m2) of ceiling.

[1- Default – Not related to structural wind resistance design]

SECTION R4411.2

HIGH VELOCITY HURRICANE ZONES-PLASTER

R4411.2.1 General.

R4411.2.1.1 Gypsum plastering shall conform to the Standard Specification for Gypsum Plastering , ANSI A42.1.

R4411.2.1.2 Plastering with gypsum, hardwall, lime or cement plaster shall be three-coat work when applied over metal and wire lath and shall be not less than two-coat work when applied over gypsum lath or gypsum block.

R4411.2.1.3 Portland cement plaster shall not be applied directly to gypsum lath.

R4411.2.1.4 In no case shall a brush coat be accepted as a required coat where three-coat work is required by this section.

R4411.2.1.5 Grounds shall be installed to provide for the thickness of plaster, as set forth in Table R4411.2.1.5, as measured from the face of the lath.

TABLE R4411.2.1.5

REQUIRED THICKNESS OF INTERIOR PLASTER

TYPE OF LATH THICKNESS OF PLASTER

Metal or wire lath 5/8" minimum

Gypsum lath 1/2" minimum

For SI: 1 in. = 25.4 mm.

R4411.2.1.6 If monolithic-concrete ceiling surfaces require more than 3/8 inch (9.5 mm) of plaster to produce desired lines or surfaces, metal lath or wire lath shall be attached thereto; except that special bonding agents approved by the building official may be used.

R4411.2.1.7 The building official may require test holes to be made for the purpose of determining the thickness of plaster.

R4411.2.2 Materials.

R4411.2.2.1 Aggregates.

R4411.2.2.1.1 Inorganic aggregates used for plaster and stucco shall conform to the Standard Specification for Inorganic Aggregates for Use In Gypsum Plaster , ASTM C 35, except that graduation of locally produced sand shall be such that the fineness modulus is between 1.20 and 2.35.

R4411.2.2.1.2 Aggregates shall be quarried or washed in fresh water and shall contain not more than 1/20 of 1 percent salt, by weight.

R4411.2.2.2 Gypsum. Gypsum plaster shall conform to the Standard Specification for Gypsum Plaster , ASTM C 28.

R4411.2.2.3 Lime. Lime shall conform to the Standard Specification for Quicklime for Structural Purposes , ASTM C 5, and the Standard Specification for Special Finish Hydrated Lime , ASTM C 206.

R4411.2.2.4 Keene's cement. Keene's cement shall conform to the Standard Specification for Keene's Cement , ASTM C 61.

R4411.2.2.5 Portland cement.

R4411.2.2.5.1 Portland cement shall conform to the Standard Specification for Portland Cement , ASTM C 150.

R4411.2.2.5.2 Approved types of plasticity agents may be added to Portland cement in the manufacturing process or when mixing the plaster, but in no case shall the amount of the plasticity agent exceed 10 percent of the volume of cement in the plaster mixture.

R4411.2.2.6 Masonry cement. Masonry cement shall be Type II and shall conform to the Standard Specification for Masonry Cement , ASTM C 91.

R4411.2.3 Proportioning and mixing.

R4411.2.3.1 Base coats. The proportions of sand, vermiculite or perlite to 100 pounds (45.4 kg) of gypsum neat plaster shall not exceed the requirements in this section.

R4411.2.3.1.1 Gypsum or hardwall plaster. Gypsum or hardwall plaster shall be proportioned in accordance with Section R4411.2.3.1.1.

TABLE R4411.2.3.1.1

GYPSUM AND HARDWALL PLASTER

APPLICATION METHOD DAMP LOOSE SAND (lb) VERMICULITE

OR PERLITE

(cu ft)

TWO-COAT WORK

(DOUBLE-UP METHOD)

(1) Over gypsum lath

(2) Over Masonry2

250

300

21/2

3

THREE-COAT WORK

(1) First (scratch) coat over lath

(2) First (scratch) coat over masonry

(3) All second (brown) coats

2001

300

3001

2

3

3

1. Except over monolithic concrete.

2. In lieu of the proportioning specified, the proportions may be 100 lb of gypsum neat plaster to not more than 250 lb of damp, loose sand or 2-1/2 cu ft of vermiculite or perlite, provided this proportioning is used for both scratch and brown coats.

R4411.2.3.1.2 Wood-fiber gypsum plaster. Wood-fiber gypsum plaster for use on all types of lath shall be mixed with water only and shall be mixed in the proportion of one part of plaster to one part of sand, by weight, for use on masonry.

R4411.2.3.1.3 Ready mixed plaster. Gypsum ready-mixed plaster shall be in the proportion of 100 pounds (45.4 kg) of gypsum neat plaster to not more than 250 lb (113 kg) of sand; or when vermiculite or perlite is used as an aggregate, the proportions shall be 100 pounds (45.4 kg) of gypsum neat plaster to not more than 21/2 cubic feet (0.07 m3) vermiculite or perlite.

R4411.2.3.1.4 Portland-cement plaster. For three-coat work, the first two coats shall be required for the first two coats of exterior stucco (see Section R4411.3).

R4411.2.3.1.5 Masonry cement plaster. For two- or three-coat work, all work shall be set forth in Section R4411.2.

R4411.2.3.2 Finish coats for gypsum or lime plaster. The finish coats shall be mixed and proportioned in accordance with this section.

R4411.2.3.2.1 Smooth white finish, mixed in the proportion of not less than one part gypsum gaging plaster to three parts lime putty, by volume, or an approved prepared gypsum trowel finish.

R4411.2.3.2.2 Sand-float finish, mixed in the proportion of one-half part of Keene's cement to two parts of lime putty and not more than four and one-half parts of sand, by volume, or an approved gypsum sand-float finish.

R4411.2.3.2.3 Keene's cement finish, mixed in the proportion of three parts Keene's cement to one part lime putty, by volume.

R4411.2.3.2.4 Lime sand-float finish, mixed in the proportion of three parts lime putty to three parts sand, by volume.

R4411.2.3.2.5 Finish coat for perlite or vermiculite aggregate plasters, mixed in the proportion of 1 cubic foot (28 339 cc) of aggregate to 100 pounds (45 kg) of unfibered gypsum plaster, or mixed according to manufacturer's specifications.

R4411.2.3.3 Finish coat for Portland cement plaster. Finish coats for interior Portland cement plaster shall be one of the following:

1. As required for the third coat of exterior stucco (see Section R4410.4).

2. A gauged cement plaster mixed in proportion of one part Portland cement to not more than 15 percent lime putty and not more than four parts of sand, by volume.

R4411.2.3.4 Finish coat for masonry cement plaster. Finish coat for masonry cement plaster shall be as set forth in Section R4411.2.4.2.3.

R4411.2.4 Application.

R4411.2.4.1 Base coats.

R4411.2.4.1.1 Gypsum plaster. The scratch coat shall be applied with sufficient material and pressure to form a full key or bond.

R4411.2.4.1.1.1 For two-coat work it shall be doubled back to bring the plaster out to grounds and straightened to a true surface and left rough to receive the finish coat.

R4411.2.4.1.1.2 For three-coat work, the scratch (first) coat shall be scratched to a rough surface. The brown (second) coat shall be applied after the scratch coat has set firm and hard, brought out to grounds, straightened to a true surface with rod and darby and left rough, ready to receive the finish (third) coat.

R4411.2.4.1.1.3 The finish coat shall be applied to a practically dry base coat or to a thoroughly dry base coat which has been evenly wetted by brushing or spraying. The use of excessive water shall be avoided in the application of all types of finish coat plastering.

R4411.2.4.1.2 Portland-cement plaster. The first two coats shall be as required for the first two coats of exterior stucco, except that the interval between the first and second coats shall be not less than 24 hours.

R4411.2.4.1.3 Masonry cement plaster. Where masonry cement is the only cementitious material, the second coat may be applied to the base coat as soon as the base coat has attained sufficient strength and rigidity to support the second (finish) coat.

R4411.2.4.2 Finish.

R4411.2.4.2.1 Smooth white finish shall be applied over the base coat that has set for a period of not less than 24 hours and is surface-dry. Thickness shall be from 1/16 inch to 1/8 inch (1.6 to 3.3 mm).

R4411.2.4.2.2 Sand-float finish shall be applied over the set base coat that is not quite dry.

R4411.2.4.2.3 Keene's cement finish shall be applied over the set base coat that is not quite dry. Thickness shall be from 1/16 inch to 1/8 inch (1.6 to 3.3 mm), unless finish coat is marked off or is jointed; in which case, the thickness may be increased as required by depth of marking or jointing.

R4411.2.4.2.4 The finish coat for interior Portland-cement plastering shall be applied in the same manner as required for the third coat of exterior stucco, except that other types of finish coat may be applied as specified in Section R4410.4.

R4411.2.4.2.5 The finish coat for lightweight aggregate plastering shall be from 1/16 inch to 1/8 inch (1.6 to 3.3 mm).

R4411.2.4.3 Plaster on concrete.

R4411.2.4.3.1 Monolithic-concrete surfaces shall be clean, free from efflorescence, damp and sufficiently rough to insure adequate bond.

R4411.2.4.3.2 Gypsum plaster applied to monolithic-concrete ceilings shall be specially prepared bond plaster for use on concrete, to which only water shall be added. Gypsum plaster on monolithic walls and columns shall be applied over a scratch coat of bond plaster, or other bonding material, before it has set. The brown coat shall be brought out to grounds, straightened to a true surface and left rough, ready to receive the finish coat.

R4411.2.4.3.3 Portland-cement plaster applied to interior concrete walls or ceilings shall conform to requirements for application to exterior concrete walls as specified in Section R4411.3.

[1- Default – Not related to structural wind resistance design]

SECTION R4411.3

HIGH-VELOCITY HURRICANE ZONES — STUCCO

R4411.3.1 General.

R4411.3.1.1 Portland cement-based plaster shall be applied in accordance with ASTM C 926, excluding Table 4 of that standard.

R4411.3.1.2 Stucco base and finish coats, where required to meet fire-resistance requirements, shall be mixed in proportion of at least one part Portland cement to a maximum of two and one-half parts sand by volume.

R4411.3.1.3 Approved manufacturing products may be used for base and finish coats.

R4411.3.1.4 Materials. The materials of stucco shall conform to ASTM C 926.

R4411.3.1.5 Admixtures.

R4411.3.1.5.1 Plasticity agents shall be of approved types and amounts and, where added to Portland cement in the manufacturing process, no additions shall be made later.

R4411.3.1.5.2 Color may be added to the finish coat in approved amounts.

R4411.3.1.6 Application.

R4411.3.1.6.1 Stucco applied to concrete or masonry to meet fire-resistance requirements shall consist of at least two coats, and the total thickness shall be not less than 1/2 inch (12.7 mm).

R4411.3.1.6.2 Masonry surfaces on which all stucco is applied shall be clean, free from efflorescence, damp and sufficiently rough, or coated with an approved bonding agent, to insure proper bond.

R4411.3.1.6.3 All concrete surfaces shall be coated with an approved bonding agent or shall be effectively roughened.

R4411.3.1.6.4 The first coat shall be well forced into the pores of the masonry, shall be brought out to grounds, straightened to a true surface and left rough enough to receive the finish coat.

R4411.3.1.6.5 The first coat shall be rodded and waterfloated to a true surface approximately one-half the total thickness.

R4411.3.1.6.6 The base coat shall be damp cured for a period of not less than 24 hours.

R4411.3.1.6.7 In lieu thereof, the finish coat, where containing appropriate waterproofing or curing admixtures, may be applied as soon as the base coat has attained initial set and is sufficiently firm to receive the finish coat.

R4411.3.1.6.8 The finish coat shall be applied over a uniformly damp but surface-dry base.

R4411.3.1.6.9 Stucco shall be kept damp for a period of not less than 48 hours after application of the finish coat.

R4411.3.1.6.10 In lieu thereof, the finish coat may contain appropriate approved waterproofing or curing agents.

[1- Default – Not related to structural wind resistance design]

R4411.3.2 Stucco on walls other than concrete or masonry.

R4411.3.2.1 General. Stucco shall be as set forth in Section R4411.3.

[1- Default – Not related to structural wind resistance design]

R4411.3.2.2 Moisture barrier. Wood shall be covered with 15-pound (9 kg) roofing felt, or other approved equally moisture-resisting layer, and metal reinforcement as set forth herein.

R4411.3.2.3 Metal reinforcement.

R4411.3.2.3.1 Stucco shall be reinforced with galvanized expanded metal weighing no less than 1.8 pounds per square yard (0.98 kg/m2), or galvanized welded or woven wire-fabric weighing no less than 1 pound per square yard (0.54 kg/m2).

R4411.3.2.3.2 All metal lathing shall be lapped not less than 1 inch (25 mm).

R4411.3.2.3.3 Metal reinforcement shall be furred out from the backing by an approved method.

R4411.3.2.3.4 Fastenings into wood sheathing or wood framing shall be by galvanized nails, with heads not less than 3/8 inch (9.5 mm) in diameter, driven to full penetration, using a minimum of two nails per square foot (0.093 m2), or by approved staples having equal resistance to withdrawal.

R4411.3.2.3.5 The fastening of rib-lath to metal members shall be by #8 galvanized sheet-metal screws, using a minimum of two screws per square foot (0.093 m2).

R4411.3.2.4 Application.

R4411.3.2.4.1 Stucco applied on metal lath shall be three-coat work applied to a total thickness of not less than 1/2 inch (12.7 mm) thickness except as required to meet fire resistance requirements.

R4411.3.2.4.2 The first coat shall be forced through all openings in the reinforcement to fill all spaces and scored horizontally.

R4411.3.2.4.3 The second coat shall be applied after the first coat has set sufficiently to provide a rigid backing.

R4411.3.2.4.4 The third coat shall be applied as soon as the second coat has attained initial set.

R4411.3.3 Pneumatically placed stucco.

R4411.3.3.1 Pneumatically-placed stucco shall consist of a mixture of one part Portland cement to not more than five parts sand, conveyed through a pipe or flexible tube and deposited by pressure in its final position.

R4411.3.3.2 Rebound material may be screened and re-used as sand in an amount not greater than 25 percent of the total sand in any batch.

R4411.3.3.3 Plasticity agents may be used as specified in Section R4411.3.1.5.1.

[1- Default – Not related to structural wind resistance design]

SECTION R4411.4

HIGH-VELOCITY HURRICANE ZONES — GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS

R4411.4.1 General.

R4411.4.1.1 Gypsum wallboard products and related items and accessories to be used with or without the addition of plaster for partitions, walls and ceilings shall be as set forth in this section.

R4411.4.1.2 Where required to be fire resistive, such assemblies shall also comply with Chapter 7 the Florida Building Code, Building .

[1- Default – Not related to structural wind resistance design]

R4411.4.2 Standards. The following standards are adopted as set forth in Chapter 43.

Application and finishing of gypsum panel products GA-216-07

Fire Resistance Design Manual GA-600-06.

Specification for Gypsum Wallboard, ASTM C 36.

Specification for General Requirements for Zinc-Coated (Galvanized) Steel Sheets, by the Hot-Dip Process, ASTM A 525.

Specification for Light-gauge Steel Studs, Runners, and Rigid Furring Channels, ASTM C 645.

Specification for Joint Treatment Materials for Gypsum Wallboard Construction, ASTM C 475.

R4411.4.3 Gypsum wallboard.

R4411.4.3.1 The gypsum wallboard shall comply with the standards set forth in Section R4411.4.2, and single or multiple system combinations shall be not less than 1/2 inch (12.7 mm) in thickness.

R4411.4.3.2 The span between supports for gypsum wallboard shall be not more than 24 inches (610 mm) for 1/2 inch (12.7 mm) thick and 5/8 inch (17.1 mm) thick wallboard.

R4411.4.3.3 Gypsum wallboard used in fire-rated assemblies shall be of a type for which test ratings are available.

[1- Default – Not related to structural wind resistance design]

R4411.4.4 Wood studs and wood ceiling supports. Wood studs and wood ceiling supports shall comply with Section R4409.

R4411.4.5 Steel studs, ceiling supports and track runners.

R4411.4.5.1 Steel studs and runners used to construct fire-resistive walls or partitions shall be hot-dipped galvanized in accordance with ASTM A 525, coating designation G40, minimum and be of channel or "C" Type shape. The total thickness of the base metal plus coating shall not be less than 0.0184 inch (0.467 mm) unpainted and not less than 0.0194 inch (0.493 mm) if coated and painted. Studs and runners shall comply with ASTM C 645 and have a base metal thickness, before application of any coating, of not less than 0.0179 inch (0.455 mm). Structural properties of such studs and runners shall comply with ASTM C 645.

R4411.4.5.1.1 Steel studs supporting wall hung plumbing fixtures shall be doubled or not less than 20 gauge with a minimum effective moment of inertia equal to 0.864 inch4 (360 m4).

R4411.4.5.1.2 Such studs shall be rigidly connected top and bottom to prevent significant end rotation or displacement.

R4411.4.5.1.3 A horizontal member securely fastened to not less than two studs shall be installed for the attachment of each wall hung plumbing fixture.

R4411.4.5.2 The unsupported height of partitions shall comply with the loads and deflections set forth in Section R4403 and where wallboard is suitably attached, the composite action may be accounted for in the design.

R4411.4.5.3 Steel ceiling supports shall comply with Section R4411.1.5.

R4411.4.5.4 Steel studs track runners and ceiling supports in walls, including curtain walls, shall comply with ASTM A 525.

Exception: Such members in interior nonload-bearing walls need not be galvanized but shall comply with ASTM C 645.

R4411.4.6 Attachments.

R4411.4.6.1 Attachments shall be as set forth herein and for fire-rated assemblies shall also conform to the material and conditions of the assembly tested.

R4411.4.6.2 Attachment to wood supporting members shall conform to the standard set forth in Section R4411.4.2.

R4411.4.6.3 Nails and screws attaching gypsum wallboard shall, without substantially fracturing the surface paper, be driven below the surface and spotted with finishing joint compound.

R4411.4.6.4 Attachment to metal members shall be in accordance with Sections R4411.4.6.4.1 through R4411.4.6.4.5.

R4411.4.6.4.1 Gypsum wallboard shall be attached to metal members by self-drilling, self-tapping sheet metal screws.

R4411.4.6.4.2 The spacing of screws attaching gypsum wallboard to metal studs and runners, shall be not more than 12 inches (305 mm) on center.

R4411.4.6.4.3 Screw for attaching gypsum wallboard to metal studs shall be not less than 7/8 inch (22.2 mm) long for 1/2 inch (17.7 mm) wallboard or 1 inch (25.4 mm) long for 5/8 inch (17.1 mm) wallboard.

R4411.4.6.4.4 Screws attaching gypsum wallboard shall be driven below the surface and spotted with finishing compound.

R4411.4.6.4.5 Runners shall be fastened to the ceiling, contiguous walls and partitions and to the floor at intervals not exceeding 24 inches (610 mm) on center. Such attachment may be by nails penetrating the base material not less than 5/8 inch (17.1 mm) or by self-drilling, self-tapping sheet metal screws attaching metal to metal.

[1- Default – Not related to structural wind resistance design]

SECTION R4411.5

HIGH-VELOCITY HURRICANE ZONES — SUSPENDED AND FURRED CEILINGS

R4411.5.1 General. Lath and plaster ceilings shall be as set forth in this section.

R4411.5.2 Suspended and furred ceilings, other than lath and plaster where providing fire protection shall comply with Chapter 7 of the Florida Building Code, Building .

R4411.5.3 Suspended and furred ceilings, other than lath and plaster, shall be suspended and supported in conformance with the conditions of fire tests or, if not tested, as recommended by the manufacturer or as required for structural stability.

[1- Default – Not related to structural wind resistance design]

SECTION R4411.6

HIGH-VELOCITY HURRICANE ZONES — ASBESTOS

R4411.6.1 Asbestos cement shall not be permitted for use under this code.

[1- Default – Not related to structural wind resistance design]

SECTION R4411.7

HIGH-VELOCITY HURRICANE ZONES — TILE

R4411.7.1 Ceramic and Portland cement floor tile shall be set on a concrete slab or on wood sheathing on wood joists protected by a waterproof membrane.

R4411.7.2 Floor tile shall be set in a mortar bed of one part Portland cement to three parts aggregate or otherwise bedded in an approved adhesive material.

R4411.7.2.1 Ceramic and Portland cement wall tile used in areas subject to frequent wearing shall be backed with masonry, stucco on wire lath or approved tile backer board.

R4411.7.2.2 Wall tile used in areas not subject to frequent wearing shall be backed by a cladding having the rigidity of stucco on wire lath and shall be bedded in cement mortar or other approved adhesive material.

R4411.7.3 Portland cement or other porous tile shall be soaked in water not less than 1 hour before placing.

R4411.7.4 Built-in tubs with overhead showers shall have waterproof joints between the tub and the wall and floor.

[1- Default – Not related to structural wind resistance design]