- Lumber
- Nails
- Framing Connectors
- Subflooring
- Dimensional Lumber Floors
- Engineered Lumber Floors
- Floor Trusses
- Wall Framing
- Sheathing and Shear Panel
- Dimensional Lumber Roofs
- Engineered Lumber Roofs
- Roof Trusses
- Structural Insulated Panels
- Seismic and Wind
- Steel
Holding Power of Nails
In framing, nails should never be loaded in withdrawal (where the load acts parallel to the nail shank and tries to pull it out). Instead, framing nails should be loaded laterally (where the load acts perpendicular to the shank). Also, nails have more holding power when driven into the side grain rather than into the end grain. In fact, nailing into the end grain will reduce a nail’s lateral load capacity by approximately one-third.
Box vs. Common Nails
Lateral strength is largely a function of a nail’s diameter and the density of the type of wood into which the nail is driven. For example, 10d and 12d nails have the same diameter and the same lateral strength in each type of wood. Common nails are stronger than box nails because of their greater diameter (below).
Figure: Lateral Strength of Common vs. Box Nails
When substituting box for common nails, calculate the nail size needed using the conversion ratios shown below.
Figure: Conversion Ratio for Common to Box Nails
Penny Wt. | 8d | 10d | 12d | 16d | 20d |
---|---|---|---|---|---|
Ratio | 1.23 | 1.22 | 1.22 | 1.36 | 1.44 |
S-P-F lumber assumed.
Do not substitute a common nail that’s specified on the plans for an equal number of box nails. Instead, multiply the specified number of common nails by the conversion ratio shown in the chart and round up to find the equivalent number of box nails.
Withdrawal Strength of Nails
Nails are much stronger when loaded laterally (across the nail) than when loaded in withdrawal (along the length of the nail). Withdrawal from end grain is particularly weak and not accepted as a structural connection by most codes. Withdrawal values from sidegrain are given in the table below.
Figure: Withdrawal Strength Design Values in Pounds of Common vs. Box Nails
Penny Wt. | 8d | 10d | 12d | 16d | 20d | |||||
---|---|---|---|---|---|---|---|---|---|---|
Nail Type | Common | Box | Common | Box | Common | Box | Common | Box | Common | Box |
Diameter (in.) | 0.131 | 0.113 | 0.148 | 0.128 | 0.148 | 0.128 | 0.162 | 0.135 | 0.192 | 0.148 |
Withdrawal Value 1 | ||||||||||
SPF | 21 | 18 | 23 | 20 | 23 | 20 | 26 | 21 | 30 | 23 |
D-F-L | 32 | 28 | 36 | 31 | 36 | 31 | 40 | 33 | 47 | 36 |
Hem-Fir | 22 | 19 | 25 | 21 | 25 | 21 | 27 | 23 | 32 | 25 |
SYP | 41 | 35 | 46 | 40 | 46 | 40 | 50 | 42 | 59 | 46 |
This table shows the allowable load values for typical common and box nails. These values are in pounds per inch of penetration into the side grain of the main member.
Toenails
For toenails loaded in withdrawal, multiply the values in the Withdrawal Strength Design Values table, above, by .67. For toenails loaded laterally, multiply the values in the Lateral Strength table, above, by .83. Toenails should be driven at an angle of about 30 degrees from the face of the stud or other member being attached (below).
Figure: Proper Toenailing
Angle the nail so it comes through at the center of the board’s thickness. This angle is less than 45 degrees.
psi per inch of penetration into side grain of main member ↩
Pneumatic Nails
Pneumatic nails are typically sold by a specified shank diameter in inches (.120, .131, and .148 are common for framing nails). These are typically skinnier than common nails of equal length and, therefore, have lower lateral strength and withdrawal values (below). Consult manufacturers for lateral strength of specific nail types.
Figure: Lateral Strength of Air Nails
Wood Species | |||||
---|---|---|---|---|---|
Nail Length | Nail Diameter | SPF | DFL | Hem-Fir | SYP |
2 1/2" | 0.131" | 52 | 62 | 54 | 67 |
3" | 0.12" | 69 | 81 | 71 | 89 |
3" | 0.131" | 79 | 93 | 80 | 101 |
3" | 0.148" | 84 | 99 | 86 | 109 |
3 1/4" | 0.12" | 69 | 81 | 71 | 89 |
3 1/4" | 0.131" | 79 | 93 | 80 | 101 |
3 1/2" | 0.162" | 92 | 109 | 94 | 119 |
Values are based on a 10-year “normal” load duration, and assume: 1) smooth-shank nails driven perpendicular to the wood grain; and 2) both side and main members are of the same wood species. When toenailing, multiply the values by .83, as described in “Toenails,” above.
Figure: Withdrawal Strength of Air Nails
Wood Species | ||||
---|---|---|---|---|
Nail Diameter | SPF | DFL | Hem-Fir | SYP |
0.12" | 19 | 29 | 20 | 37 |
0.131" | 21 | 32 | 22 | 41 |
0.148" | 23 | 36 | 25 | 46 |
0.162" | 26 | 40 | 27 | 50 |
Withdrawal values (pounds per inch of penetration into the main member) are based on a 10-year “normal” load duration, and assume: 1) smooth-shank nails driven perpendicular to the wood grain; and 2) both side and main members are of the same wood species. When toenailing, multiply the values by .83, as described in “Toenails,” above.
Stainless Steel Nails
While expensive, stainless-steel nails are the most rust-resistant under nearly all conditions. They are highly recommended below grade or in homes that will be exposed to salt air. They’re also recommended for cedar or redwood trim, and for siding that will be left to weather without stain or paint. Stainless-steel nails are typically available as Type 304 and 316. The 316 type are more durable.
Aluminum Nails
Aluminum nails are sometimes used to fasten exterior siding. They’re very resistant to rust and corrosion, but may corrode when used with some flashing metals.
Nailing Rules of Thumb
Typical nailing schedules appear in the table below.
Two is better than one. In general, never rely on a single nail. Use at least two.
Nail spacing. Don’t space nails closer than one-quarter their length to the edge of the board.
Nail penetration. To hold at full strength, nails should penetrate the wood a depth that’s at least 11 times their diameter — 11/2 in. for 8d nails and 13/4 in. for 16d nails.
Figure: Nailing Schedules
Roof Framing | Number of Common Nails | Number of Air Nails |
---|---|---|
Rafter to top plate (toe nailed) * | 3-8d per rafter | 3-3 x .131 per rafter |
Ceiling joist to top plate (toe-nailed) * | 3-16d per joist | 5-3 x .131 per rafter |
Ceiling joist parallel rafter (face-nailed) * | 3-16d per joist | 4-3 x .131 * per rafter |
Ceiling joist laps over partitions (face-nailed) | 3-16d per lap | 4-3 x .131 per rafter |
Collar tie to rafter (face nailed) * | 3-16d per joist * | 4-3 x .131 per rafter |
Blocking to rafter (toe-nailed) | 2-8d each end | 2-3 x .131 each end |
Roof rafter to ridge beam * | 3-10d per rafter | 3-3 x .131 per rafter |
Jack rafter to hip (toe-nailed) | 3-10d per rafter | 3-3 x .131 per rafter |
Roof Sheathing * | ||
Structural panels | 1-8d every 6 in. edge, 12 in. field | 1-2 1/2 x .131 every 6 in. edge, 12 in. field |
Wall Framing | ||
Top or bottom plate to stud (end-nailed) * | 2-16d per stud | 3-3 x .131 per stud |
3-16d per 2X6 stud | 4-3 x .131 per stud | |
Top of bottom plate to stud (toe-nailed) * | 3-16d per stud | 4-3 x .131 per stud |
4-16d per 2X6 stud | ||
5-16d per stud | 3-3 x .131 per stud | |
Top plate to top plate (face-nailed) * | 2-16d every 16 in. | 2-3 x .131 every 12 in. |
Top plates at intersections (face-nailed) | 2-16d each sie of joint | 4-3 x .131 each side of joint |
Stud to stud (face-nailed) | 2-16d every 24 in. | 2-3 x .131 every 16 in. |
Header to header (face-nailed) | 1-16d every 16 in. along edges | 1-3 x .131 every 12 in. along edges |
Bottom plate to floor joist, band joist, end joist, or blocking (face-nailed) |
1-16d every 16 in. | 1-3 x .131 every 8 in. along edges |
Wall Sheathing * | ||
Structural panels | 1-8 every 6 in. edge, 12 in. field | 1-2 1/2 x .131 every 6 in. edge, 12 in. field |
Floor Framing | ||
Joist to sill, top plate or girder (toe-nailed) | 4-8d per joist | 4-3 x .131 per joist |
Bridging to joist (toe-nailed) | 2-8d each end | 2-2 1/2 x .131 each end |
Blocking to joist (toe-nailed) | 2-8d each end | 2-2 1/2 x .131 each end |
Blocking to sill or top plate (toe-nailed) | 3-16d each block | 4-3 x .131 each block |
Ledger strip to beam (face-nailed) | 3-16d below each joist | 4-3 x .131 below each joist |
Joist on ledger to beam (toe-nailed) | 3-8 per joist | 3-3 x .131 per joist |
Rim joist to joist (end-nailed) | 3-16d per joist | 4-3 x .131 per joist |
Rim joist to sill or top plate (toe-nailed) * | 2-16d every 12 in. | 2-3 x .131 every 8 in. |
Floor Sheathing | ||
Structural Panels - 1 in. or less | 1-8d every 6 in. edge, 12 in. field | 1-2 1/2 x .131 every 6 in. edge, 12 in. field |
Structural Panels - Greater than 1 in. | 1-10d every 6 in. edge, 6 in. field | 1-3 1/4 x .131 every 6 in. edge, 6 in. field |