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Fasteners

Important Note – These are descriptions to changes implemented in WoodWorks Shearwalls for version 9 and may not reflect current behavior.

  1. Fasteners - General
    1. Reason for Changes

      Unless otherwise noted, the changes to the fastener specifications in the program are not due to changes in the SDPWS from 2005 to 2008, rather to update the program to the SDPWS provisions from the previous WFCM and IBC specifications, and to add new capabilities.

    2. Structural Materials

      Changes to structural sheathing, plywood siding, and fiberboard, are made to comply with SDPWS Table 4.3A and 4.3B. Unless otherwise noted, these changes have no effect on shear design, but impact nail withdrawal design for C&C loads (see 9 below). This effect is discussed in more detail in that section.

    3. Gypsum materials

      Changes affecting gypsum- and cement-based materials are made to comply with Table 4.3C. Except for the addition of Drywall screws, the do not affect shear design, and these materials have no nail withdrawal capacity as they are not expected to be used in exterior applications for wind design. Therefore the rest of these changes are implemented solely for a more accurate materials specification.

  2. Box Nails for Structural Wood Panels
    1. Input

      The program now offers the fastener type choice Galv. Box nails for Structural I and Structural Sheathing materials, in addition to the existing Common wire nails. Note that box nails have not been added for the Lumber Sheathing choice.

    2. Sizes

      The same sizes as common nails are implemented – 6d, 8d, 10d, and 16d.

    3. Diameters

      Nail diameters for use in nail withdrawal design are as given in Table A1, Appendix A of the SDPWS. They are smaller than common nails of the same length.

    4. Output

      Box nails appear as Box in the Fastener Type column of the Sheathing Materials table. The table legend refers to SDPWS Table A1 for nail diameters and lengths.

  3. Casing Nails for Plywood Siding
    1. Common Nails Removed

      The choice of Common wire nails has been removed for plywood siding, to correspond with SDPWS Table 4.3A.

    2. Casing Nail Input

      The input choice has been changed from Galv. casing/siding to Galv. casing nails.

    3. Diameters

      Nail diameters for use in nail withdrawal design are the same as for box nails, given in Table A1, Appendix A of the SDPWS.

    4. Output

      Casing nails now appear as Casing in the Fastener Type column of the Sheathing Materials table, rather than just Nail. The table legend refers to SDPWS Table A1 for nail diameters and lengths.

  4. Roofing Nails for Fiberboard
    1. Common Nails Removed

      The choice of Common wire nails has been removed for fiberboard, as this choice was taken out of the 2008 SDPWS. It was in fact the only choice in Shearwalls 8.

    2. Roofing Nail Input

The only fastener type choice is Galv. roofing nail.

  1. Sizes

    The sizes 11 ga, 1-1/2” is the only choice for ½” fiberboard, and 11 ga 1-3/4” for 25/32 fiberboard. .

  2. Diameters

    Nail diameters for use in nail withdrawal design are 0.120 for non-deformed roofing nails and 0.128 for deformed nails.

  3. Nail Spacing

    Previously, the IBC choice for edge nail spacing allowed for only 6” edge spacing. This choice has been removed, and the program allows only the SDPWS spacings of 4”, 3” and 2”.

  4. Output

    Roofing nails appear as Roof in the Fastener Type column of the Sheathing Materials table. Nail diameters and lengths now appear in the legend to the table.

  1. Deformed Nails

    The program now allows you to indicate whether nails are deformed (spiral or threaded), so that they use the higher deformed nail withdrawal resistance values.

    1. Input

      A checkbox has been added Wall Input View to indicate that a the nails are either spiral or threaded. It can be modified for multiple walls selected together similar to all other inputs.

    2. Sheathing and Material Types

      This is available for common wire nails, box nails, casing nails, and roofing nails used for the structural sheathing, plywood siding, fiberboard, and lumber sheathing types, that is, all sheathing types that are subject to C&C loading for nail withdrawal.

    3. Standard Walls and Wall Design Groups

      It is incorporated into the definition of standard walls. This is how you would specify a default value. It is also a property of a shearwall that contributes to the distinction of one wall design group from another,

    4. Output

      A column named Df has been added to the Sheathing materials table, with entries explained in the legend as Y(es) or N(o).

  2. Drywall Screws
    1. Drywall Screw Input

      The choice of Drywall screws has been added to the program for gypsum wallboard, one-ply only, in addition to the existing nail choice.

    2. Sizes

      The size No. 6, 1-1/4” appears for drywall screws.

    3. Shear capacity

      Shear capacities are implemented as per Table 4.3C. They are lower than the capacities for drywall or cooler nails.

    4. Output

      Drywall screws nails appear as Screw in the Fastener Type column of the Sheathing Materials table. The size and length of the screw appears in the legend below the table. .

  3. Other Gypsum Wallboard Changes
    1. Gypsum Wallboard Nails

      The fastener type for gypsum wallboard has changed from Cooler nails to Cooler/GWB nails, for both one-ply and two-ply GWB.

    2. Two-ply GWB Sizes

      There is no longer a choice between 6d and 8d for two-ply gypsum, instead the only choice is 6d base, 8d face, which is shown in the output as 6/8d, and explained in the legend.

    3. Two-ply GWB Nail Spacing

      There is no longer a choice between 7”and 9” for two-ply gypsum edge and field spacing, instead the only choice is 9b/7f which is shown in the output as 9/7.

  4. Gypsum Sheathing, Gypsum Lath, and Wire Lath and Plaster.
    1. Nail Sizes in Legend

      The nail lengths and diameters corresponding to 11 ga and 13 ga nails for each of these materials are now given in the legend.

    2. Wire Lath and Plaster Fastener Type

      The Fastener Type Choice for Wire lath and plaster has changed to Nails from Screws.

    3. Gypsum Sheathing Board Nail Spacing

      7” edge and field spacing is always allowed. Previously, for the IBC selection, only 4” spacing was included, as per IBC 2006 T2306.4.5.

    4. 5/8” Gypsum Sheathing Fastener

      A note in the legend now indicates that 6d drywall or cooler nails can also be used for 5/8 gypsum sheathing, in addition to the 11 ga nail shown in the table.

  5. Lumber Sheathing

    No changes have been made for lumber sheathing. Note that box nails have not been added, despite the fact that they are a choice in the SDPWS.

See Also

Design Code Updates: SDPWS 2008, IBC 2012, and ASCE 7-05 Supplement 2

Design Codes Available

Program References

Shearwall Materials and Shear Capacities

Gypsum Underlay

Cub Factor for Unblocked Shearwalls

Height-to Width Ratios and Factors

Perforated Walls

Out-of-plane Bending Design for C&C Loads

Nail Withdrawal Design for C&C Loads

Hold-downs

ASCE 7-05 Supplement 2