Blog Archives

The Science of Nailing Clapboards

Even though clapboard nailing isn’t rocket science, four carpenters will give you five opinions on how to do it. Here’s what you need to know:

► Place clapboard nails roughly l1/ in. from the bottom so they don’t enter the tip of the clapboard underneath, especially if you’re installing 1×8 clapboards or wider. Wide clap­boards are particularly likely to split if they are inadvertently nailed at top and bottom.

► Nail clapboards to stud centers. For guidance, snap vertical chalklines on the building paper over the stud centers; offset the clapboard butt joints by at least 32 in.

Lined-up nails look better, especially if you’re using a clear finish.

► Carpenters set nails; painters fill and paint them...

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General Principles and Some Theory

The principles of designing an aggregate mix and then the content of binder are presented in Figure 7.12. It is an illustration of a telescopic[37] method of creating SMA, which involves inserting consecutive elements into free space (air voids) in a compacted component of a larger size. In other words:

• A volume of fine aggregate is inserted into the air voids in the compacted coarse aggregate skeleton with the effect of increasing the air voids among the coarse aggregates (enlarging effect).

• A volume of filler particles is inserted into the air voids in the compacted fine aggregate.

• A volume of binder is introduced into the air voids in the compacted filler.

• The free space remaining after inserting all these elements produces the content of air voids in a compacted SMA.

Vo...

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BRIDGE DESIGN SPECIFICATIONS

AASHTO Specifications. For many years, the basic manual for design of highway bridges has been the Standard Specifications for Highway Bridges adopted by the American Association of State Highway and Transportation Officials (AASHTO). These specifications permit use of either allowable stress design or load factor design. In 1994, however, AASHTO published a completely new alternative volume, LRFD Bridge Design Specifications. It was subsequently updated with a second edition in 1998; third edition in 2004; fourth edition in 2007; and annual Interim Specifications thereafter. Based on the load and resistance factor design method, the LRFD Specifications represent a major step in improved bridge design and analysis methods...

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INSTALLING WOOD SHINGLES

Before you start shingling, make sure that win­dows and doors are correctly flashed, that sheathing is covered with building paper—most pro shinglers prefer 15-lb. felt paper—and that exterior trim is installed.

Materials. For best results, use No. 1 grade cedar shingles. For a standard 5-in. shingle expo­sure, figure four bundles per square (100 sq. ft.). Always inspect the visible shingles on a bundle to make sure they’re uniformly thick (3з8 in.) at butt ends, of varying widths (on average, 6 in. to

CUTTING SHINGLES CROSS-GRAIN

12 in.), knot free, and reasonably straight grained. Installing shingles requires a lot of trim­ming, so you don’t want to be fighting knots and wavy grain. Shingle butts should also be cut cleanly and squarely across, not angled or ragged...

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DUTCH METHOD

There is a widespread belief among many engineers that SMA, due to its peculiar­ity, should be designed by volume. The volume concept also forms the basis of an experimental method of design applied in the Netherlands.

To put it concisely, we can repeat what has been explained in the previous chap­ters of this book as follows:

• Air voids remain in the stone skeleton after its compaction.

• The volume of mastic, including the fine aggregate, filler, binder, and stabi­lizer (drainage inhibitor), has to be put into that free space.

The following description of this SMA design method includes the guidelines of 2004 and has been prepared based on information from two publications (Jacobs and Voskuilen, 2004; Voskuilen, 2000)...

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Moisture Diffusion Coefficients

Moisture diffusion measurements are still not performed very commonly for as­phaltic materials. There are currently two main test procedures being utilized. The first is an overall measurement of the increase of weight as a sample is ex­posed to a controlled moisture conditioning (Cheng et al., 2003). The second is a slightly more complicated procedure using Fourier transform infrared spectroscopy (Nguyen et al., 1992). It is quite challenging though, to utilize the available test data, since the values can vary greatly. For instance, for the AAD-1 bitumen, values have been published ranging from 4.79 mm2/h (Cheng et al., 2003) to 9.0 x 10-5 mm2/h (Nguyen et al., 1992)...

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LAYING OUT WOOD SHINGLES AND CLAPBOARDS

For clapboards and shingles, the two most important parts of the layout are establishing level for the bottom course and varying the expo­sure of subsequent courses so that they align with door or window trim, if possible. If a leveled water table has already been installed, skip the next section.

Establishing level. If there’s no water table on the house (see p. 132), the bottom of the first course of siding typically overhangs the sheath­ing by % in. to 1 in. Because the bottom edge of sheathing is seldom level, use a laser level or a water level to establish a level base line. Simple tripod-mounted laser levels are relatively inex­pensive and offer quick layout over long dis­tances without needing a helper. When set up correctly, they’re also quite accurate, usually within Уз in...

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REPAIRING EXTERIOR TRIM

Although it may be tempting to rip out exterior trim that’s badly weathered or rotten, repair is often a better option if replacement trim would be expensive or difficult to remove. Before decid­ing either way, survey the extent of the rot and address its cause. Otherwise you’re treating only the symptom.

Replacing rotted sections is a good option when the bottom of an otherwise sound trim board has rotted away. Flat and square trim is easier to replace and match than molded trim. Rotted bottoms of corner boards and splash­boards are usually easy to cut free and replace, whereas punky doorsills or windowsills are prob­ably best repaired in place, using epoxy, as described in the next section.

Replacing the bottom of a rotted board is straightforward...

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Design Method

The SMA design procedure consists of the following stages:

• Selection of the design aggregate mix using an analysis of the impact of the coarse aggregate content on SMA properties

• Determination of the optimum design content of the binder for the selected gradation

Step by step, the design proceeds as follows (for SMA 0/11).

A. Design an aggregate mix

1. Determine the properties of raw materials.

1.1 Gradation of aggregates

1.2 Penetration at 25°C and softening point (R&B) of the binder

1.3 Establishing the compaction temperature for preparing samples (adjusted to the type of binder)

2. Design an aggregate mix gradation according to the required gradation limits; using this method the aggregate mix No. 3 (referred to later as mix 3) is evolving.*

3. (Based on experience)[35] [36]‘ w...

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Plank and Beam

“Plank and beam” roofing (or flooring) is a structural system that is often combined with post and beam framing. The confusing part here is the use of the

 

word “beam” in each case. For our generalized discussion, up to this point, it has been convenient to use the word beam, but now we must leave it behind in favor of more accurate —and therefore less confusing — terms. The “beam” component of the “plank and beam” system will be either a floor joist or a roof rafter, not girts or girders.

Just as posts are the naturally strong part of a post and beam frame, it is the planking that is the strong component of the plank and beam system...

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