PART 9 — HOUSING AND SMALL BUILDINGSUpdated for the 2024 Ontario Building Code
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9.27.5.4.Size and Spacing of Fasteners
(1) Nail or staple size and spacing for the attachment of cladding and trim to wood framing, furring members or
blocking shall conform to Table 9.27.5.4.-A.
(2) Screw size and spacing for the attachment of cladding, trim and furring members to the web fastening strips of flat
wall insulating concrete form (ICF) units shall conform to Table 9.27.5.4.-B where the 1-in-50 hourly wind pressure
(HWP) is less than or equal to 0.60 kPa. (See Note A-9.27.5.4.(2))
Table 9.27.5.4.-A
Attachment of Cladding to Wood Framing, Furring Members or Blocking
Forming Part of Sentence 9.27.5.4.(1)
Minimum Nail or Minimum Number of Maximum Nail or
Type of Cladding
Staple Length, mm(1) Nails or Staples Staple Spacing, mm o.c.
Wood trim 51 — 600
Lumber siding or horizontal siding made from
51 — 600
sheet metal
600 (nailed to framing)
Metal cladding 38 —
400 (nailed to sheathing only)
Wood shakes
up to 200 mm in width 51 2 —
over 200 mm in width 51 3 —
Wood shingles
up to 200 mm in width 32 2 —
over 200 mm in width 32 3 —
Vinyl and insulated vinyl siding
horizontally applied 38 — 400(2)
vertically applied 38 — 300
Polypropylene siding 38 — 400(2)
Panel- or sheet-type cladding
up to 7 mm thick 38 — 150 (along edges)
over 7 mm thick 51 — 300 (along intermediate supports)
Notes to Table 9.27.5.4.-A:
(1) The minimum fastener length need not exceed the minimum fastener penetration depth required by Article 9.27.5.7.
(2) The maximum spacing of 400 mm o.c. applies to nails and staples used to attach horizontally applied vinyl, insulated vinyl and
polypropylene siding, unless a greater spacing is permitted in an evaluation report prepared by an accredited certification
organization.
Table 9.27.5.4.-B
Attachment of Cladding to Flat Wall ICF Units where the 1-in-50 HWP ≤ 0.60 kPa
Forming Part of Sentence 9.27.5.4.(2)
Minimum Screw Minimum Screw Maximum Horizontal Spacing
Type of Cladding(1)
Length Diameter, mm of Screws, mm o.c.(2)
Wood trim (3) 3.5 400 or 450 (screwed to web fastening strip)
Lumber siding or horizontal siding made (3) 4.2 400 or 450 (screwed to web fastening strip)
from sheet material
Metal cladding (3) 4.2 400 or 450 (screwed to web fastening strip)
Vinyl cladding (3) 3.5 400 or 450 (screwed to web fastening strip)
400 or 450 (masonry tie screwed to
Masonry veneer(4) (3) 4.2
web fastening strip)
Panel- or sheet-type cladding
up to 7 mm thick (3) 3.5 150 or 200 (along edges)
over 7 mm thick (3) 4.2 300 or 400 (along intermediate supports)
Notes to Table 9.27.5.4.-B:
(1) Wood shakes and wood shingles are permitted to be attached to horizontal wood furring members in accordance with Table 9.27.5.4.-
A. The wood furring members shall be attached to the web fastening strips of flat wall ICF units with screws not less than 4.2 mm in
diameter spaced horizontally not more than 400 or 450 mm o.c. (two horizontal spacing options are given to accommodate the 150
and 200 mm o.c. horizontal spacing options for web fastening strips).
(2) Two horizontal spacing options are given to accommodate the 150 mm o.c. and 200 mm o.c. horizontal spacing options for web
fastening strips. The maximum vertical spacing of screws or masonry ties, as applicable, shall be 400 mm.
(3) Screws must be long enough to penetrate through the web fastening strips by a minimum of 6 mm.
(4) See also Subsection 9.20.5. for requirements on the support of masonry veneer.
This provision includes a table — formatting is preserved from the source; refer to the official code for the authoritative layout.
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Code text is reproduced for reference from the Ontario Building Code (O. Reg. 163/24, 2024 Building Code Compendium). This page is provided for general information and is not an official copy. Always verify requirements against the official Ontario Building Code and confirm with your local building department.