BASIC MASONRY TOOLS

Most of the tools listed in this section are hand tools. Chapter 3 describes impact drills, rotary hammers, and other useful power tools. Important: Wear goggles and a respirator mask when striking, grinding, or cutting masonry. Errant chunks of masonry can blind you, and masonry dust is not stuff you want to breathe.

Trowels are indispensable masonry tools. If you have no other tool, a trowel can cut brick, scoop and throw mortar, tap masonry units into place,

THE Point OF IT ALL

When you see the term pointing in masonry texts, someone is doing something to mortar joints—usually shaping or compressing them so they weather better. Repointing or tuck-pointing refers to adding (and shaping) new mortar after old, weak mortar has been partially removed from a joint, usually with a tuck-pointing chisel or a tuck-pointer’s grinder

Подпись:Подпись: 1111Подпись:Mason’s hammers score and cut brick with the sharp end and strike hand chisels with the other. The blunt end is also used to tap brick down into mortar.

Brick sets have a cutting edge beveled on one side, so you can cut bricks precisely or dislodge deteri­orated brick without damaging surrounding ones.

Brick cutters are rentable levered tools that pre­cisely cut or “shave” brick, as you often must do when fitting firebricks to fill gaps in a firebox.

Line blocks (or pins) secure a long, taut line to align masonry courses. They’re less important in renovation masonry, where you’re often filling in between existing courses or laying short runs, such as the sides of a chimney.

Mason’s levels are indispensable for leveling courses and assessing plumb. Generally 4 ft. to 6 ft. long, better quality levels have an all-metal casing and replaceable vials. During work, be sure to wipe wet concrete or mortar off a level before it hardens and affects the readings.

Brick tongs enable you to carry up to 10 bricks comfortably, as if they were in a suitcase.

Concrete tools include floats (used to level concrete), finish­ing trowels (for smoothing sur­faces), and edgers (short tools that contour edges). You’ll also need a strike-off board (usually a straight 2×4) for leveling freshly poured pads. Action photos of these tools appear in Chapter 10.

Miscellaneous tools include goggles, knee pads, rubber gloves, rubber boots (concrete work), a flat bar, and a home­made mortarboard (a platform that holds mortar near the work) made from scrap ply­wood. You’ll also need sheet plastic to cover sand or cement, a concrete mixer or a mortar pan, a wheelbarrow, square-nose shovels, buckets, a garden hose, stiff-bristle brushes, and so on.

PREP TIPS

The following tips will help your job go smoothly.

Code. Check local building codes and get neces­sary permits.

Water. Protect materials from rain as soon as possible. Because water causes cement to set, sacks of portland or mortar cement left on the ground—or on a seemingly dry concrete floor— will harden and become useless. If outdoors, ele­
vate sacks on a pallet or scrap lumber and cover the pile with sheet plastic, weighting down the edges with rocks.

Although bricks should be wetted before being laid, don’t leave them uncovered in a down­pour. They will absorb too much water, which can dilute the concrete and weaken the bond. (Concrete blocks, on the other hand, should be laid dry. Don’t wet them beforehand.)

Sand and gravel are little affected by water, but if they absorb a lot of water, you’ll need to reduce the amount of water you must add to a mortar or concrete mix. Damp sand won’t ball up when you squeeze a fistful; it contains about 1 qt. of water per cubic foot. Wet sand will ball up and will contain about 2 qt. of water per cubic foot. Dripping wet sand oozes water when you squeeze it and will contain about 3 qt. of water per cubic foot. Of greater concern is the purity of these aggregates: Unload them onto an old sheet of ply­wood or a heavy (6-mil) plastic tarp to keep them from being contaminated with soil or other organic matter.

Weight. Masonry materials are heavy. To save labor, have materials delivered close to the work site. Likewise, have a mortarboard within 3 ft. of your work area and about waist high so you don’t need to bend over to scoop mortar. For this rea­son, scaffolding is a sensible investment if you will be working higher than shoulder height. If you’re not strong or in good shape, divide materials into loads you can handle without straining, and use ramps and wheelbarrows when possible. As you lift, get close to the object and lift with your knees, not your back.

Game plan. Before mixing mortar, complete preparatory work, such as chiseling out old joints, removing old brick, and brushing dust off receiving surfaces.

Curing. Give masonry time to cure. Because freezing compromises strength, plan your work so the mortar joints or new concrete will set before temperatures drop that low. Admixtures can extend the temperature range in which you can work, but exterior masonry work is easiest when the 24-hour temperature range is 40°F to 80°F. On hot summer days, start early—prefer – ably on a shady side of the house—and follow the shade around as the day progresses. Cover fresh work with burlap sacks, dampened periodically, or with sheet plastic. The longer masonry stays moist, the stronger it cures.

Protecting surfaces. Spread tarps to catch mor­tar droppings. And if you’re working on a chim­ney, tack plywood over the windows to protect glass from falling bricks, tools, and such.

Cleanup. At the end of the day, clean tools well. Wet them down and use a wire brush as needed to remove hardened materials. Before lunch breaks or at the end of the day, run a few shovel­fuls of gravel and a few buckets of water in the concrete mixer to loosen caked materials. Then dump it out, ensuring that the barrel wall and mixer blades are clean.

Movement of Non Aqueous Phase Fluids

Non-aqueous liquids, such as petroleum-based fluids, are not, in general, soluble in water so their movement must be considered separately. Although some of the liquid may be soluble or miscible in groundwater to such an extent that it is, thereby, subject to advection, diffusion and dispersion processes as described above, much may remain separate due to its different density and chemistry. These are termed non-aqueous phase liquids (NAPLs). Such fluids with densities less than that of wa­ter (light NAPLs) will float on top of groundwater in unconfined situations and their movement will, therefore, be controlled by the gradient of the top of the ground­water – which will act as the stimulus for movement – and the non-hydraulic per­meability coefficient for that fluid and soil combination. Fluids with densities greater than that of water (dense NAPLs) will tend to flow vertically or sub-vertically through the groundwater until arrested by a soil stratum which is essentially im­permeable to that fluid. Its movement will then be largely controlled by the gradient of the top of that stratum and the non-hydraulic permeability coefficient for that fluid and the soil in which it is contained.

Two of the more common sources of NAPLs in the road environment are spills from (e. g.) tankers and leaking storage tanks. It can be difficult to remove the NAPL from the ground by flow methods as the poor miscibility of the NAPL in water and the particular wettability characteristics between soil particles and the NAPL often means that small droplets are left behind in the soil pores from which the bulk of the NAPL has departed. These small droplets may present a continuing source of low-level contamination over long periods given their low miscibility with/solubility in the surrounding groundwater. A schematic of a light NAPL flow following a spill is illustrated in Fig. 6.3.

Residual LNAPL in soil from spill

Mobile LNAPL above water table

Mobile LNAPL
in water-saturated
stratum

—Щ. Ц, . ШШМш

Diffused fringe

of LNAPL in Ground water flow

groundwater

Fig. 6.3 Schematic illustration of the movement of a light NAPL (LNAPL) in the ground following a spill

Wood Treatment

Wood surfaces and edges exposed to the weather will usually be surface treated to make them more weather resistant. Wood that is not naturally rot resistant and that will come in contact with moisture must be treated for rot and mold resistance. Creosote and penta­chlorophenol are two commonly used wood preservatives that are quite toxic. Creosote is a dark-colored, oily tar that will outgas harmful vapors long after it has been applied.

Pentachlorophenol has been shown to cause liver damage in adults and fetal death and has been banned in some European countries. These substances should be prohibited for use in a healthy home. The wood treatment prod­ucts discussed below do not contain these harmful ingredients.

Wood Treatment to Prevent Insect and Mold Infestation

• BioShield: Wood preservative oils

• Bora-Care: Low toxicity, borate-based, penetrating preservative containing gly­col, used for protection against powder post beetles and subterranean termites

• Livos Donnos Wood Pitch Impregna­tion: Penetrating preservative for wood that is in contact with moisture

• PureColor: Two-stage stain formulation of pure mineral ions and oxygen catalyst for wood; no solvents, oils, VOCs, odors, acids, or bleaches; has antimicrobial and antifungal properties

• Shellguard and Armor-Guard: Borate- based wood preservatives for protection against wood-boring insects

• Timber Pro UV: Natural, plant-based, oil – based, waterborne breathable stain that seals and protects and is available in five standard and 40 custom colors with op­tional low-toxicity fungicide/algaecide (1 percent solution) providing mildew and algae resistance

• Timbor: Low toxicity, borate-based wood preservative that protects against drywood termites and wood decay fungi

• Weather-Bos’ The Boss: Four different formulas for protection of exterior wood surfaces

Wood Treatment to Provide Weather and UV Protection

Many wood treatment products for exte­rior use are solvent-based and highly volatile. They can continue to outgas for several days or even weeks. Although exterior applications will have far less impact on indoor air quality than products used inside the home, they will still affect the applicator and sensitive people who are in the vicinity. This problem can be completely avoided thanks to the wide range of more benign products now available. Some of these lower-impact products are:

• 9400 W Impregnant: Solvent-free, water – repellent, ultraviolet protective coating for interior/exterior wood; also effective in minimizing mold and mildew growth

• AFM Safecoat Durostain: Seven differ­ent earth pigment, semi-transparent wood stains for interior and exterior use

• BioShield: Wood preservative oils

• Hydrocote Polyshield: Interior and exte­rior polyurethane wood protection

• LifeTime Wood Treatment: Protects, stains, and beautifies wood products

• Livos Donnos Wood Pitch Impregna­tion: Penetrating preservative for wood in contact with moisture

• Livos Dubno Primer Oil: Undercoat for exterior wood

• OS Wood Protector: Preserves against water damage, mold, mildew, and fungus

• PureColor: Two-stage stain formulation of pure mineral ions and oxygen catalyst for wood; no solvents, oils, VOCs, odors, acids, or bleaches

• Timber Pro UV: Natural, plant-based, oil-based, waterborne breathable stain that seals and protects; available in five

standard and 40 custom colors with op­tional low-toxicity fungicide/algaecide (1 percent solution) providing mildew and algae resistance

• Weatherall UV Guard: Exterior acrylic wood finish that penetrates and seals, forming a protective shield against UV, rot, and decay; comes in clear and semi­transparent finishes

• Weather-Bos’ The Boss: Four different formulas for protection of exterior wood surfaces

• Weather Pro: A water-based, water-repel­lent wood stain

Wood Maintenance

Common products for stripping, cleaning, and brightening wood often contain harsh solvents. The following product is safer:

• Dekswood: Cleaner and brightener for ex­terior wood.

Wood Adhesives

Wood adhesives commonly contain harmful solvents. However, solvent-free solutions are readily available and may be specified. The fol­lowing adhesives are healthier choices for var­ious wood related applications.

• 100% pure silicone caulk: Can be used as a subfloor adhesive; specify aquarium-grade caulk without additives

• Chapco 244: Acrylic urethane latex wood floor adhesive

• DAP/Dow Corning: 100% silicone sealant

• DriTac 7500: Solvent-free, zero-VOC wood flooring adhesive

• Elmer’s Carpenter’s Glue: Low-о dor, nontoxic, water-based glue for porous materials

. GE Silicone II: 100% silicone sealant for a variety of indoor and outdoor applica­tions

• Roo Glue: Waterborne, environmentally safe adhesive for cabinetry, flooring, and most other construction materials

• Taylor Meta-Tec 2086 Tuff Lok-Link: GreenGuard certified solvent-free, low – odor polymer-based wood flooring adhe­sive

• Timberline 2051 Wood Flooring Ad­hesive: For laminated plank and parquet flooring

• Titebond Solvent Free Construction Ad­hesive: For plywood, paneling, and hard – board

• Titebond Solvent Free Subfloor Adhe­sive: For subfloors

Masonry

Подпись: Masonry needn't always be straight lines. Here, clinker bricks, fieldstones, and tile playfully conceal a drab concrete retaining wall. (For more on this technique, see “Dressing Up a Concrete Wall," on p. 199.)
image374

Modern masonry

materials, including stone, brick, tile, concrete, and other minerals that become strong and durable when used in combination. The craft of masonry is ancient. The oldest surviving build­ings are stone, but stone is heavy and difficult to work with. Brick, on the other hand, is less durable than stone but lighter and easier to lay up. And clay, the basic component of brick, is found almost everywhere.

Technologically, the switch from stone to brick was a great leap in several respects. First, masons began with a plastic medium (mud and straw) that they shaped into hard and durable building units of uniform size. Second, brick­making is one of the earliest examples of mass production. Third, basic bricklaying tools, such as trowels, were so perfectly designed that they’ve changed little in 4,000 or 5,000 years.

Terms, Tools, and Tips

Unless otherwise specified, mixes and methods in this chapter are appropriate for brickwork as well as concrete-block work. But most of this chapter is about brick and poured concrete because concrete – block work is uncommon in renovation.

TERMS

Here’s a handful of mason’s lingo that’s frequently confused:

Portland cement. The basic component of all modern masonry mixtures. When water is added to cement, it reacts chemically with it, giving off heat and causing the mix to harden, thus bond­ing together materials in contact with the mix. By varying the proportions of the basic ingredients of a concrete mix, the renovator can alter the concrete’s setting time, strength, resistance to

image375certain chemicals, and so on. Portland cement is available in 94-lb. bags.

Masonry cement. Also called mortar cement, a mix of portland cement and lime, although exact proportions vary. The lime plasticizes the mix and makes it workable for a longer period. Once dry, the mix is also durable.

Aggregate. Material added to a concrete mix. Fine aggregate is sand. Coarse aggregate is gravel. Concrete aggregate is typically 14-in. gravel, unless specifications call for pea gravel (58-in. stone).

Mortar. Used to lay brick, concrete block, stone, and similar materials. As indicated in "Mortar Types,” on p. 187, mortar is a mixture of masonry cement and sand or of portland cement, lime, and sand. It’s usually available in 60-lb. bags.

Grout. A mix of portland cement and sand or of masonry cement and sand. Mixed with enough water so it flows easily, grout is used to fill cracks and similar defects. In tiling, grout is the cemen­titious mixture used to seal joints.

Concrete. A mixture of water, portland cement, sand, and gravel. Supported by forms until it hardens, concrete is afterward a durable, mono­lithic mass.

Reinforcement. The steel mesh or rods embed­ded in masonry materials (or masonry joints) to increase resistance to tensile, shear, and other loads. In concrete, the term usually refers to steel rebar (reinforcement bar), which strengthens foundations against excessive lateral pressures exerted by soil or water.

Admixtures. Mixtures added to vary the charac­ter of masonry. They can add color, increase plas­ticity, resist chemical action, extend curing time, and allow work in adverse situations. Admixtures are particularly important when ordering con­crete, because mixes may contain water reducers, curing retardants, accelerants, air entrainers, and a host of other materials that affect strength, cur­ing times, and workability.

and shape mortar joints. A good-quality trowel has a blade welded to the shank. Cheap trowels are merely spot welded. Bricklayer’s trowels tend to have blades that are 10 in. to 11 in. long. Pointing trowels, which look the same, have blades roughly 5 in. long; they’re used to shape masonry joints. Margin trowels are square- bladed utility trowels used for various tasks.

Jointers (striking irons) compress and shape mortar joints, some of which are shown in "Mortar Joints,” on p. 189. The most common are bullhorn jointers, shown in the photo on p. 190, and convex jointers, shown in the photo above. The half-round, concave mortar joint they create sheds water well.

Tuck-pointing trowels are narrow-bladed trow­els (usually the width of a mortar joint, 58 in.) used to repoint joints after old mortar has been cut back. Because it packs and shapes mortar, this tool is both trowel and jointer and has more aliases than an FBI fugitive: tuck-pointing trowel, jointing tool, repointing trowel, striking slick, slicker jointer, slicker, and slick.

Подпись: A bricklayer's tool kit (clockwise, from upper left): 4-ft. brass-bound level, tool bag, 6-ft. folding rule, statistical booklet, 11-in. steel trowel, 5’/2-in. pointing trowel, brick hammer, two convex jointers, 4-in. brick set, box of line clips, yellow stringline.Tuck-pointing chisels partially remove old mor­tar so joints can be repointed (compacted and shaped) to improve weatherability. Angle grinders and pneumatic chisels also remove mortar.

ROOF DRAIN SIZING METHOD

B101 Sizing Example

The following example gives one method of sizing the primary drain system and sizing the scuppers in the parapet walls. This method converts the roof area to an equivalent roof area for a 4-inch rate of rainfall so that Fig. 6.9 can be used as printed.

B101.1 Problem: Given the roof plan in Fig. 6.13 and the site location in Birming­ham, Alabama, size the primary roof drain system and size the scuppers, denoting the required head of water above the scupper for the structural engineer.

Note: For the purposes of this appendix the following metric conversions are appli­cable:

1 in = 25.4 mm 1 ft = 305 mm 1 ft2 = 0.0929 m2

 

1001-O’

ROOF DRAIN SIZING METHOD

 

FIGURE 6.13 ■ Example of a roof plan. (Courtesy of Standard Plumbing Code)

 

B101.2 Solution:

Step 1. From Fig. 6.11 the 100 year 60 minute precipitation is 3.75 inches per hour. Step 2. Each vertical drain must carry 2,500 sq ft of roof area at 3.75 inches per hour of rainfall. To convert to an area for a 4 inch per hour rainfall to enter Fig. 6.9 do this:

2.500 x 3.75 – e 4 — 2,344 sq ft. Enter Fig. 6.9 until you find a diameter pipe that will carry 2,344 sq ft. A minimum 4-inch vertical drain is required.

Step 3. Horizontal Drain 2,500 sq ft

To convert to an area for use in Fig. 6.9 do this:

2.500 X 3.75 H = 2,344 sq ft

Enter Fig. 6.9 until you find a diameter pipe that will carry 2,344 sq ft. A min­imum 4-inch diameter pipe with a ‘A inch per foot slope will carry 2,650 sq ft. A minimum 4-inch diameter drain on a V* inch per foot slope is required.

Step 4. Horizontal Drain

5.0 sq ft

To convert to an area for use in Fig. 6.9 do this:

5.0 x 3.75 – e 4 = 4,688 sq ft.

Enter Table 1108.2 until you find a diameter pipe that will carry 4,688 sq ft. A 5-inch diameter pipe with a V* inch per foot slope will carry 4,720 sq ft. A min­imum 5-inch diameter drain on a ‘A inch per foot slope is required.

Step 5. Horizontal Drain

10.0 sq ft

To convert to an area for use in Fig. 6.9 do this:

10.0 x 3.75 + 4 = 9,375 sq ft

Enter Fig. 6.9 until you find a diameter pipe that will carry 9,375 sq ft. An 8- inch diameter pipe on 1.4 inch per foot slope will carry 16,300 sq ft but a 6-inch will carry only 7,550 sq ft, therefore, use an 8-inch diameter drain on a V«inch per foot slope.

Step 6. From Fig. 6.12 the rate caused by a 100 year 15 minute precipitation is 7.2 inches per hour. The scuppers must be sized to carry the flow caused by a rain fall rate of 7.2 inches per hour.

Step 7. Each scupper is draining 2,500 sq ft of roof area. To convert this roof area to an area for use with Fig. 6.15 do this:

2.500 X 7.2 – E 4 = 4,500 sq ft

 

FIGURE 6.14 ■ Rainwater sizing example. (Courtesy of Standard Plumbing Code)

 

Enter Fig. 6.15 to find a length (see Fig. 6.15) and head that will carry 4,500 sq ft or more.

From Fig. 6.15 a 12-inch wide weir with a 4-inch head carries 6,460 sq ft.

Use 12-inch wide x 5-inch high scuppers at four locations.

A height of 5 inches is needed to assure an open area above the 4-inch head.

Step 8. Notify the structural engineer that the design of the roof structure must account for a height of water to the scupper entrance elevation plus 4 inches for the required head to cause design flow.

 

inches

4

6

8

12

16

20

24

1

273

418

562

851

1,139

1,427

1,715

2

734

1,141

1,549

2,365

3,180

3,996

4,813

3

1,274

2,023

2,772

4,270

5,768

7,267

8,766

4

1,845

2,999

4,152

6,460

8,766

11,073

13,381

6

2,966

5,087

7,204

11,442

15,680

19,918

24,160

Note:

Table based on rainfall of 4 inches per hour.

 

FIGURE 6.15 ■ Scupper sizing table roof area (sq ft.). (Courtesy of Standard Plumbing Code)

 

ROOF DRAIN SIZING METHOD

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Retardation and Enhancement

In most saturated soils, advection and diffusion/dispersion do not transport contam­inants as fast as might be expected from a consideration only of these processes. Of­ten, there is a movement of contaminant from the liquid phase to the solid phase due
to various physio-chemical processes (see Section 6.3.2). Together, these processes act to retard the contaminant flux. Where the soil solids are, in effect, clean with respect to the contaminant prior to the contaminant’s arrival, this retardation may be expressed using a very simple equation:

fR = 1 + Pdkd

where fR is the retardation factor (no units), kd (almost invariably expressed in units of l/kg = mL/g) is the partition factor which is discussed in the next paragraph and pd is the dry density of the soil (for which units of Mg/m3 will allow Eq. 6.14 to be used directly if kd is expressed in units of l/kg).

The rate of contaminant flux is slowed by a factor of 1/R from that which would be expected assuming only advection, diffusion and dispersion have an effect. This approach allows the effects of physio-chemical processes to be simply modelled by adapting the advection-dispersion Eq. 6.9 as follows:

Dl d2C Dt d2C vx dC _ dC

fR dx2 + fR dx2 fR dx dt

The partition factor, kd, is a very simple means of describing the concentration of a contaminant in the solid phase to the concentration of a contaminant in the fluid phase at equilibrium conditions. At low concentrations such as those normally experienced in the highway environment (except, perhaps, after certain spillages from vehicle accidents), a linear “isotherm” (relationship between the two concen­trations) may not be too inaccurate and is a commonly used characterisation having the benefit of simplicity. Therefore, in such situations, a constant value of kd is used.

Values of kd are highly dependent on soil type, fluid and contaminant species. Values vary by several orders of magnitude for apparently small changes in some of these factors. Even with specific laboratory testing, the natural variability of ground conditions, mineral composition, particle size, etc. from place to place in a soil profile means that prediction of the retardation effect is very imprecise. Accordingly it is common to use published values and to compute the most and the least likely retardations that are credible. Values of kd are available from many sources, notably from the US EPA (EPA, 1999).

It is possible for enhancement, the inverse of retardation, to occur, for example when a spillage changes the fluid chemistry causing leaching of contaminants pre­viously bound into the soil or aggregate. When enhancement takes place, the con­taminant flux is higher than would otherwise be anticipated. This can be modelled by a value of fR of less than 1.0, although Eq. 6.15 will not be directly applicable as it assumes that the soil is initially clean as far as the contaminant of interest is concerned.

Subtractive Design

A well-designed little house is like an oversized house with the unusable parts removed. Such refinement is achieved through subtractive design — the systematic elimination of all that does not contribute to the intended func­tion of a composition. In the case of residential architecture, everything not enhancing the quality of life within a dwelling must go. Anything not working to this end works against it. Extra bathrooms, bedrooms, gables and extra space require extra money, time and energy from the occupant(s). Super­fluous luxury items are a burden. A simple home, unfettered by extraneous gadgets, is the most effective labor-saving device there is.

Subtractive design is used in disciplines ranging from industrial design to civil engineering. In machine design, its primary purpose is demonstrated with particular clarity. The more parts there are in a piece of machinery, the more inefficient it will be. This is no less true of a home than it is of an engine.

Floor system

Floor system

support has been determined by tests and incorporated into building codes.

All you need to do is check your plans to see what type and size of joists you’ll use.

Joist size is usually determined by the distance they have to span. So the larger the span, the larger the joist. When you are joisting over a basement with a sin­gle center support, you often use 2x12s. If you are joisting over a crawl space with girders every б ft. or so, you can usually use 2x6s. Now with I-joists, you can span from sill plate to sill plate with­out any support in the middle. Floor joists on the first floor may be a different size than those used on the second floor.

Whatever size or type of joist you use, nailing them in place is more or less the same for big or little.

Layout

Once the sill plates are securely in place, the next step in joisting a floor is to lay out locations where joists are actually nailed in place. I like to do my layout on the rim joists (also called band joists). Rim joists are nailed into the sill plates around the perimeter of the building and help hold the floor joists upright.

I nail the rim joists onto the outer edge of the sill plate with 16d sinkers toe – nailed every 16 in. o. c. Use galvanized or stainless-steel nails in wet climates or near the ocean.

Once the rim joists have been toenailed in place, lay out the floor-joist locations on them. Joists are most often spaced 16 in. o. c. so that they can be efficiently sheathed with 4×8 sheets of plywood or oriented strand board (OSB), but check the plans to make sure. Manufactured joists are sometimes spaced at 19.2 in. This layout also fits a piece of 8-ft. sheathing. Hook a long tape measure on the end of the rim joist and make a mark on top of the rim every 1 б in.

(16 in., 32 in., 48 in., etc.), down its entire length. Put an X or straight line alongside each mark to show on which side of the line the joist will be nailed (see the drawing at right).

If the joists span from rim joist to rim joist, the layout will be the same on each rim joist. If the joists lap over a girder or wall, the opposing rim joists need to be laid out differently. On one rim joist, mark the 16-in. o. c. locations with an X to the right; on the opposite wall, lay out the joists with an X to the left. This will allow the joists to lap and nail at a girder, where they will be stabilized with nailed-on blocks.

Once the layout is complete, lay all of the floor joists flat across the sill plates and girders on every layout mark. Keep your eye open for joists that are badly bowed or twisted or those with large knots. These should be replaced with better stock and set aside to be cut up for blocks later. If joists need to be cut, cut them in place rather than measure each one individually (see the photo on p. 94). Just remember not to notch or cut I-joists in midspan, which compro­mises their structural integrity.

Floor systemOnce the joists are cut to length, it’s time to "roll" them. Rolling means to set floor joists on edge and nail them in place with their crown (the slight bow along the bearing edge) up. Line up each joist with the layout marks on the

Подпись: Butt the floor joists against one rim joist, with the opposite ends overhanging the other rim joist. Then cut each floor joist to length by eye, using the edge of the rim joist as a reference. (Photo by Roe A. Osborn.)
top of each rim joist, making sure the floor joist is snug against the rim. Then drive two 16d nails through the rim joist directly into the end of each floor joist— one nail at the top and one at the bottom (see the drawing on the facing page).

Make sure you nail all joists and blocks securely as they are installed. Someone stepping on an unnailed 2x could slip and fall. Also, don’t leave nails half – driven, and don’t drive nails where you might have to make a saw cut later on. Take time to do good, clean work. If
using a pneumatic nailer, drive the bot­tom nail first, then remove the hand holding the joist and drive the top nail. I can promise that if you drive the top nail first, sooner or later you will miss the wood and fire a nail into your hand.

Each floor joist also needs to be toe – nailed to the sill plates and supporting girders. Try walking one way, driving a 16d toenail through each joist into the sill plate or girder. When you reach the end, turn around and repeat the process on the other side of each joist.

2×8 floor joists

 

Toenail the rim joist into the sill plate using 16d galvanized nails spaced 16 in. o. c.

 

Drive two 16d galvanized nails through the rim joist into each floor joist.

 

Toenail each floor joist to the sill plate on both sides using 16d nails

 

Floor systemFloor system

After nailing in the floor joists, I like to stop and look at my work. Joists on edge portray a certain symmetry and beauty. They clearly show the outline of the building.

Blocking

Blocking helps stabilize a building and keeps joists from falling like dominoes under stress, such as might happen dur­

ing an earthquake or high wind storm.

If floor joists are spaced 1 б in. o. c., cut blocks 141/2 in. long. If you are blocking lapped joists, cut them 13 in. long (see the drawing on p. 96). I find that blocks need to be cut just a bit under their actual size (cut а 14Уг-in. block at 147/i6 in.). I think this is because 2x lum­ber is frequently wet and measures just a bit more than 1 Vi in.

Floor system

Floor system

When installing blocks between floor joists, set each one on edge and drive two 16d nails through the joists into the block. Offset each block to one side of the previous block. (Photo by Roe A. Osborn.)

Floor systemFloor system

Be careful to start correctly. Begin by set­ting a block on edge between the rim joist and the first floor joist over a girder or bearing wall. Nail it in place with two 16d nails through the rim joist into the block and with one 16d nail through the floor joist into the block. Next, angle a 16d toenail through both sides of the joist into the center girder. Grab another block, offset it to one side of the previ­ous block, and repeat the nailing process (see the photo on the facing page).

Once you have a few blocks nailed in place, use your tape measure to check for accuracy. The floor joists will be straight if they maintain the same on – center layout (16 in., 32 in., 48 in.) over the girder as they do at the rim joist. If the blocks are too long or too short, the floor joists will be curved rather than straight.

BRIDGE WIDENING AND REHABILITATION

Shoulders were not always provided on bridges in the past. This in itself can be a reason for widening an existing bridge. More frequently, widening is necessitated by the addition of lanes to the highway, at which time a full shoulder can be provided.

The design and preparation of plans for bridge widening usually require all the same elements as the preparation of the original plans for the structure, plus details and notes for partial removal of the existing bridge, rebar splice details, and notes on sequence of construction and maintenance of traffic. Therefore, it is a mistake to think of such a design project as “just a widening job” when estimating the hours required to design and prepare plans, or when reviewing such estimates for agency approval.

Bridges are generally widened in kind—that is, steel-beam bridges are widened with addi­tional steel beams, prestressed-concrete beam bridges are widened using prestressed-concrete beams, etc. However, beam types different from the original have been used successfully in some widening projects.

Подпись: Unit cost, dollars per sq. ft.

100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500

Span length, feet

 

BRIDGE WIDENING AND REHABILITATION

—■— Superstructure cost —•— Substructure cost —►— Total cost

FIGURE 4.11 Example of cost study for optimum span length. Conversions: 1 ft = 0.305 m, 1 sq. ft = 0.0929 m2.

It is sometimes possible to increase the design load capacity of a bridge when widening. If the bridge is steel and was originally designed and constructed noncom – positely, it may be feasible to weld shear studs onto the top flange of the beam or girder if the deck slab must also be replaced. If the deck slab is good, another available tech­nique is to carefully core holes in the slab over the beams, weld shear studs onto the beam flange, and fill the hole with high-strength concrete, thereby making the beam composite. One should always be cognizant of the effect of retrofits on fatigue life, just as one is conscious of the fatigue effect of structural details on new construction.

Another means of increasing load capacity is to space the existing beams closer together. Before this is done, a study should compare the cost of renovation with the cost of replacement with a new superstructure.

Posttensioning of members can also be used to increase the load capacity of existing bridges, or to correct deficiencies in the original design. External posttensioning of prestressed or posttensioned girders has been necessary on some bridges where the design did not adequately anticipate the magnitude of time-dependent deflections that occurred. In one case, a utility bridge developed a sag that trapped rainwater, further increasing the deflection. It was corrected by external posttensioning. Members of truss bridges can be posttensioned to increase the load capacity of the truss. A com­puter program is available from the BEST Center, University of Maryland, which allows analysis including the effect of posttensioning cables.

When determining the load capacity of an existing bridge, one should refer to the original plans, if available. These plans will generally state the design specifications used and the type and required strength of materials. For steel bridges for which plans are not available but the year of construction is known, the type of steel and the allow­able stress may be obtained by reference to the AASHTO Manual for Maintenance Inspection of Bridges. If the bridge is a large or significant one, the type and strength of the steel should be determined by chemical and physical analysis performed on a coupon taken from the bridge. The chemistry, particularly the carbon equivalent, will be important if welding is proposed on the existing steel.

When evaluating the strength of an existing bridge for widening or rehabilitation, refer­ence should be made to AASHTO publications dealing with evaluation and rating for strength and fatigue. Two such publications are the AASHTO Guide Specifications for Fatigue Evaluation of Existing Steel Bridges and the AASHTO Guide Specifications for Strength Evaluation of Existing Steel and Concrete Bridges. Manual for Condition Evaluation of Bridges and Guide Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges are also available through AASHTO.

Evaluation of an existing prestressed-concrete girder bridge for which plans are not available may be more difficult. The type of girder, whether a standard AASHTO shape or a state standard, may be determined by measurement. The number and size of strands may be apparent at an exposed end, but whether any strands are deflected or debonded, whether the strands are stress-relieved or low-relaxation, and what their strength is are not easily determined. Full-scale load-deflection testing may provide some answers, but is very expensive. This illustrates the importance of maintaining and safeguarding the original plans and as-built drawings, and having complete design data on those plans.

A WINDOW/DOOR ROUGH-OPENING WRAP

Подпись:Подпись:Подпись:A WINDOW/DOOR ROUGH-OPENING WRAPПодпись:A WINDOW/DOOR ROUGH-OPENING WRAPplastic or sheet-metal sill PAN provides alternative moisture protection in severe conditions. fasten pan only through sides and face flanges and lap sides with peel-and-stick flashing.

WINDOW/DOOR ROUGH-OPENING WRAP

Alternative Details for Severe Exposure to Rain

A WINDOW/DOOR ROUGH-OPENING WRAP
Подпись: THICKNESS.

Modern windows derive from the traditional wooden window shown above. Older windows have a wooden sash that holds the glass, which is usually divided into small panes by muntin bars. This sash is hinged or slides within a wooden frame that is fixed to an opening in the wall. At the bottom of the frame is a wood sill, sloped to shed water. The sides and top of the frame are called jambs.

A WINDOW/DOOR ROUGH-OPENING WRAPПодпись:These components and their terminology have been handed down to the modern window, but modern win­dows are better insulated and better sealed, and usually need less maintenance than the traditional prototypes.

Today’s window is made in a factory and is shipped ready to install in a rough opening. Several popular types, classified by their method of operation, include casement, double-hung, sliding, hopper, awning, and fixed. Each of these types is made in wood, vinyl, metal, fiberglass, or a combination of these materials. Sizes and details vary with the manufacturer. Double-hung, sliding, and fixed windows are generally made in larger sizes than the hinged types. Optional trim packages are available with most.

@ WINDOW TERMINOLOGY

A WINDOW/DOOR ROUGH-OPENING WRAP

SHEATHING EXTERIOR WALL FINISH FLASHING SEE 103B & C

CASING

HEADER SUPPLIES STRUCTURE TO WALL ABOVE WINDOW OPENING. SEE 68-70

insulation fills IN void between window jamb & rough opening to insulate better &

TO RETARD AIR INFILTRATION.

SASH

SuPPORT WINDOW ON

framing according to manufacturer’s

SPECIFICATIONS.

moisture-barrier

WRAP PROTECTS

framing from water

LEAKS AROuND WINDOW. SEE 89

All windows require a coordinated installation in wood-frame walls, as follows:

Header— Size the header so that loads from above do not bear on the window itself, restricting operation.

Window wrap—Wrap the framing at the rough opening with a moisture barrier to protect it from any leaks around the edges of windows and doors.

Sill pan— At windows exposed to severe weather, add under the window a continuous metal or plastic pan that drains to the exterior (see 89B).

Shim and support – Shim the window at the sill and affix the shims to the framing so that the window is level and rests firmly on the framing.

Insulation—Place batt or spray foam insulation around the edges of the installed window to reduce both heat loss and air infiltration.

Air barrier—An air barrier, if used, must be sealed to the window unit. The moisture/air barrier may be sealed to the window nailing flange at the wall’s outside surface, or the vapor/air barrier may be sealed to the jamb’s inside edge at the wall’s inside surface.

Wood windows—Wood windows (see 92-95) are pleasing for their warm, natural look. Along with the excellent thermal properties of wood, the aesthetic appeal of the wood window is its strongest asset.

The major disadvantages of wood windows are the initial high cost and the ongoing need for maintenance. Wood is susceptible to deterioration from the weather, so periodically refinishing the exterior surfaces is neces­sary. Every effort should be made to protect all-wood windows from rain by locating them under overhangs.

Wood windows clad with aluminum and vinyl were developed to minimize maintenance. The cladding decreases their need for maintenance yet retains the aesthetic advantages of wood on the interior.

Vinyl windows—Made of extruded PVC that is either screwed or heat-welded at mitered corners, vinyl windows (see 93B and 94B) have come to dominate the window market. Their cost and expected maintenance are low, while their insulative properties are relatively high. They are available in all typical operating types.

Vinyl windows are not available with exterior cas­ings, but decorative casings are often added (see 93B). One disadvantage of vinyl windows is the limited range of available colors. The vinyl cannot be painted, and only very light colors such as white and tan are available because dark colors tend to absorb heat, causing warping.

Fiberglass windows—Newly developed fiberglass windows have none of the disadvantages of competing materials, but they are currently quite expensive. Fiberglass does not deteriorate in the weather like wood and does not expand with heat like vinyl. It is a relatively good insulator and is so durable that manu­facturers offer lifetime warranties. Fiberglass windows have factory-applied finishes, ranging from light to very dark, and can be painted.

Metal windows—Until recently, aluminum windows were the most common low-cost window. But energy codes and the popularity of vinyl windows have virtu­ally eliminated aluminum windows from the residential market except in very mild climates. Aluminum is still available for commercial applications. The ubiquitous storefront windows are available in polished aluminum, anodized bronze, and a spectrum of baked-enamel colors.

A WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAPПодпись: BackbandUnclad wood windows are attached to the building through the casing. This is the traditional way that win­dows have been fastened to wood buildings. The nail holes are typically filled, and the casings painted. It is also possible to cover the nails with a dripmold or with a backband that may be nailed from the side or the face, depending on the profile of the backband. The backband is mitered at the corners and dies on the sill.

When attaching a window through the casing, it is important to support the weight of the window unit from below. Shim the sill and/or the extensions of the side jambs below the sill.

Some manufacturers also recommend blocking and nailing the units through the jamb. In this case, the nails can be covered by the stops.

Typical Backband Profiles

HEADER

SHEATHING

SIDING

FLASHING AT HEAD DRIP

BACKBAND BACKBAND NAIL CASING NAIL CASING

URETHANE-FOAM OR BATT INSULATION

SASH

NOTE

BACKBAND COVERS THE CASING Nail IN THIN, Flat

casing & allows various widths of SIDING TO BuTT AGAINST IT. COvER BACkBAND NAILS WITH SIDING OR FILL NAIL HOLES.

HEADER

SHEATHING

SIDING

FLASHING WITH DRIP (OPTIONAL)

WOODEN Dripmold

CASING NAIL

CASING

uRETHANE-FOAM OR BATT

insulation

SASH

 

NOTE

WOODEN DRIPMOLD CAN Take THE PLACE OF FLASHING DRIP AT THE HEAD OF WINDOWS & DOORS.

IT MAY ALSO BE uSED in conjunction WITH FLASHING. IT IS OFTEN uSED WITH SHINGLE SIDING.

 

OR SIDING TO BuTT AGAINST IT.

 

Brickmold Casing

 

Dripmold at Head

 

A WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAP

A WINDOW/DOOR ROUGH-OPENING WRAP

дЛ WOOD WINDOWS

HEADER SEE 68-70

SHEATHING

WINDOW WRAP SEE 89

SIDING

 

MODERN WINDOWS ARE uSuALLY MANuFAcTuRED WITH NAILING FINS THAT ACT AS FLASHING & PROviDE NAILING FOR ATTAcHING THE WINDOW TO THE BuiLDING. WINDOWS WITH NAILING FINS cAN BE uSED BOTH

with & without casings.

HEADER

 

SHEATHING

SIDING

MOISTURE BARRIER LAPS NAILING FIN AT HEAD (FIN LAPS MOISTURE BARRIER AT SIDES & SILL).

FLASHING WITH DRIP

NAIL THROUGH FIN INTO FRAMING.

 

FLASHING IF EXPOSED TO

WEATHER

SEE 103B & C

CASING SEE 92

 

Head Jamb

 

URETHANE-FOAM OR ВАТТ INSULATION

 

SIDING

SHEATHING

WINDOW WRAP SEE 89

 

A WINDOW/DOOR ROUGH-OPENING WRAP

METAL. VINYL. OR WOOD JAMB & SASH(CLAD WOOD SHOWN)

 

CAULK SEE 106

CASING SEE 92

 

HEADER

SHEATHING

SIDING

FLASHING WITH DRIP AT HEAD

decorative casing

RABBETED OvER NAILING FIN

moisture BARRIER LAPS NAILING FIN AT HEAD (FIN LAPS moisture BARRIER AT SIDES & SILL).

secondary FLASHING OR DRIP IN cASING AT HEAD

NAIL THROuGH FIN INTO FRAMING.

uRETHANE-FOAM OR BATT INSuLATION

METAL, viNYL, OR WOOD JAMB & SASH (cLAD WOOD SHOWN)

 

Side Jamb

 

A WINDOW/DOOR ROUGH-OPENING WRAP

WINDOW WRAP SEE 89 SHEATHING

 

Sill

 

Nailing Fin with Casing

 

B WOOD, METAL, OR VINYL WINDOWS

‘ Attachment through Nailing Fin

 

UNCLAD WOOD WINDOWS

Attachment through Casing

 

A WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAP

Подпись: FLASHING IF EXPOSED TO WEATHER SEE 103B & cA WINDOW/DOOR ROUGH-OPENING WRAPПодпись: Head Jamb
HEADER SEE 68-70

SHEATHING

WINDOW WRAP SEE 89

SIDING

NAILING FIN ATTACHED

Подпись: WRAPPED To WINDoWA WINDOW/DOOR ROUGH-OPENING WRAPto frame of building

Head Jamb

 

SHEATHING

 

window WRAP SEE 89

SIDING

NAILING FIN ATTAcHED

to frame of building

 

caulk AT jamb SEE 106

 

Side Jamb

 

shim window to bottom of rough opening for leveling & support.

 

SIDING

 

NAILING FIN ATTAcHED

to frame of building

window wrap SEE 89

 

NAILING FIN ATTAcHED

to frame of building

 

SHEATHING

 

window WRAP SEE 89

SIDING

 

SHEATHING

SIDING

 

A WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAP

A WINDOW/DOOR ROUGH-OPENING WRAP

Подпись: VINYL & FIBERGLASS WINDOWSд CLAD WOOD WINDOWS

A WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAPA WINDOW/DOOR ROUGH-OPENING WRAPWhere fixed windows are acceptable, a great deal of expense may be saved by custom-building the win­dows on the job without sash. In this case, the glass is stopped directly into the window frame, and caulk or glazing tape seals the glass to the casing just as it would to the sash. Ventilation must be provided for the space by means other than operable windows.

When designing and installing site-built fixed windows, the following guidelines are useful:

1. Allow Vs in. minimum clearance at the top and sides of the glass.

2. Rest the base of the glass on setting blocks spaced one-quarter of the width from each end.

3. Glass can be set closer to the interior of the building than shown in 95A by using exterior stop.

U. Support the sill of wide or heavy windows by shimming it from the framing.