Figure 33.—In regions where natural gas is plentiful and in cities, fireplaces of this type, burning gas with a flickering flame, are frequently used as an auxiliary to the main heating plant. Some types have imitation logs of metal perforated for gas jets.
Footings
Footings for chimneys with fireplaces should be provided as described on page 7; for chimneys without fireplaces, the footings should rest on good firm soil.
Figure 34.—A typical fireplace, illustrating practical details of construction. An alternate method of supporting the hearth is shown in the lower right-hand corner. The various letters refer to specific features discussed in the text.
Hearth
The hearth should be about flush with the floor, for sweepings may then be brushed into the fireplace. When there is a basement, an ash dump located in the hearth near the back of the fireplace is convenient. The dump consists of a metal frame about 5 by 8 inches in size, with a plate, generally pivoted, through which ashes can be dropped into a pit below (fig. 35).
Figure 35.—The ash-pit should be of tight masonry and should be provided with a tightly fitting iron clean-out door and frame about 10 by 12 inches in size. A clean-out for the furnace flue as shown is sometimes provided.
In buildings with wooden floors the hearth in front of the fireplace should be supported by masonry trimmer arches (fig. 34) or other fire-resistant construction. Hearths should project at least 16 inches from the chimney breast and should be of brick, stone, terra cotta, or reinforced concrete not less than 4 inches thick. The length of the hearth should be not less than the width of the fireplace opening plus 16 inches. Wooden centering under trimmer arches may be removed after the mortar has set, though it is more frequently left in place. Figure 36 shows a recommended method of floor framing around a fireplace.
Wall Thickness
The walls of fireplaces should never be less than 8 inches thick, and if of stone they should be at least 12 inches thick. When built of stone or hard-burned brick, the back and sides are often not lined with firebrick, but it is better to use firebrick laid in fire-clay. When firebricks are laid fiat with the long sides exposed there is less danger of their falling out. They are generally placed on edge, however, forming a 2-inch protection, in which case metal ties should be built into the main brickwork to hold the 2-inch firebrick veneer in place. Thick metal backs and sides are sometimes used as lining. When a grate for burning coal or coke is built in, firebrick at least 2 inches thick should be added to the fireplace back unless the grate has a solid iron back and is only set in with an air space behind it (fig. 37).
Jambs
The jambs should be wide enough to give stability and a pleasing appearance; they are frequently faced with ornamental brick or tile. For an opening 3 feet wide or less, a 12- or 16-inch width is generally sufficient, depending on whether a wood mantel is used or the jambs are of exposed masonry. The edges of a wood mantel should be kept at least 8 inches from the fireplace opening. For wider openings and large rooms, similar proportions should be kept.
Figure 36.—Where a header is more than 4 feet in length, it should be doubled, as shown. Headers supporting more than four tail beams should have ends supported in metal joist hangers. The framing may be placed one-half inch from the chimney because the masonry is 8 inches thick.
Lintel
Lintels of ½- by 3-inch flat iron bars. 3½- by 3¼- by ¼-inch angle irons, or damper frames are used to support the masonry over the opening of ordinary fireplaces. Heavier lintel irons are required for wider openings.
Where a masonry arch (fig. 38) is used over the opening, the jambs should be heavy enough to resist the thrust of the arch. Arches over openings less than 4 feet wide seldom sag, but sagging is not uncommon in wider fireplaces, especially where massive masonry is used.
Throat
The sides of the fireplace should be vertical up to the throat, or damper opening (ff fig. 34). The throat should be 6 to 8 inches or more above the bottom of the lintel and have an area not less than that of the flue and a length equal to the width of the fireplace opening. Starting 5 inches above the throat, ee, the sides should be drawn in at tt to equal the flue area.
Proper throat construction is so necessary to a successful fireplace that the work should be inspected several times a day during construction to make certain that the side walls are carried up perpendicularly until the throat is passed and that the full length of opening is provided.
Smoke Shelf and Chamber
The smoke shelf is made by setting the brickwork back at the top of the throat to the line of the flue wall for the full length of the throat. Its depth may vary from 6 to 12 inches or more, depending on the depth, d, of the fireplace.
Figure 37.—Grates of this type are commonly used in fireplaces for burning coal or coke. This one has a metal back and ends and is only set in to permit proper circulation of air around it.
The smoke chamber is the space extending from the top of the throat, ee, up to the bottom of the flue proper, tt, and between the side walls. The walls should be drawn inward 30° to the vertical after the top of the throat, ee, is passed and smoothly plastered with cement mortar not less than one-half inch thick.
Damper
A properly designed damper, as shown in figure 34, affords a means of regulating the draft and prevents excessive loss of heat from the room when the fire is out. A damper consists of a cast-iron frame with a lid hinged so that the width of the throat opening may be varied from a closed to a wide-open position. Various patterns are on the market, some designed to support the masonry over the opening, others requiring lintel irons.
Figure 38.—This well-designed small stone fireplace was built in accordance with the principles given in this bulletin. It is a good heater and does not smoke. The jambs are wide enough to resist the thrust of the arch.
A roaring pine fire may require a full-throat opening, but slow-burning hardwood logs may need only 1 or 2 inches of opening. Regulating the opening according to the kind of fire prevents waste of heat up the chimney. Closing the damper in summer keeps flies, mosquitoes, and other insects from entering the house down the chimney.
In houses heated by furnaces or other modern systems, lack of a damper in the fireplace flue may interfere with uniform heating, particularly in very cold windy weather, whether or not there is a fire on the hearth. When air heated by the furnace is carried up the chimney there is a waste of the furnace fuel, but a damper partially open serves a slow fire of hardwood without smoking the room or wasting heated air from the main heating system.
Figure 39.—Diagram showing front view and cross section of an entire chimney such as is commonly built to serve a furnace, fireplace, and kitchen stove. Two sets of dimensions are given, those in rectangles refer to the approximate sizes of the voids or openings; the others refer to the outside dimensions of the brickwork. These are used in estimating the number of bricks in a chimney. The letters A-F indicate sections used in estimating the quantities of brick required (See p. 44.)
Flue
The area of lined flues should be a twelfth or more of the fireplace opening, provided the chimney is at least 22 feet in height, measured from the hearth. If the flue is shorter than 22 feet or if it is unlined, its area should be made a tenth or more of the fireplace opening. The fireplace shown in figure 34 has an opening of 7.5 square feet, or approximately 1,080 square inches, and needs a flue area of approximately 90 square inches; a rectangular flue, 8% by 18 inches, outside dimensions, or a round flue with a 12-inch inside diameter might be used, as these are the nearest commercial sizes of lining (table 2). It is seldom possible to obtain lining having exactly the required area, but the inside area should never be less than that prescribed above. A 13- by 13-inch flue was selected for convenience when combining with the other flues. If the flue is built of brick and is unlined, its area should be approximately one-tenth of the fireplace opening, or 108 square inches. It would probably be made 8 by 16 inches (128 square inches) because brickwork can be laid to better advantage when the dimensions of the flue are multiples of 4 inches. The principles of construction given under Chimneys (p. 7) apply to fireplace flues.
Table 4 is convenient in selecting the proper size of flue or for determining the size of fireplace opening for an existing flue. The area of the fireplace opening in square inches is obtained by multiplying the width, w, by the height, h, (fig. 34), both measured in inches.
A convenient method for estimating the number of bricks in a chimney is to calculate the volume of the various sections which differ in outside dimensions and then subtract the voids or cavities resulting from ash-pits, fireplace, and flues. This will be the total cubic feet of brickwork which, when multiplied by 22.5, is converted to number of bricks. For convenience, inches as indicated in figure 39 have been converted to decimals of a foot. [6]
[6] Inches and fractions of an inch are converted to feet and decimals by multiplying by 0.0833; thus 2 X / inches × O.0833 equals 0.208 feet.
Table 4.—Sizes of fireplace flue linings[D]
| Area of fireplace opening |
Outside dimensions of standard rectangular flue lining |
Inside diameter of standard round flue lining |
| Square inches |
Inches | Inches |
| 600 | 8½ by 8½ | 10 |
| 800 | 8½ by 13 | 10 |
| 1,000 | 8½ by 18 | 12 |
| 1,200 | 8½ by 18 | 12 |
| 1,400 | 13 by 13 | 12 |
| 1,600 | 13 by 13 | 15 |
| 1,800 | 13 by 18 | 15 |
| 2,000 | 13 by 18 | 15 |
| 2,200 | 13 by 18 | 15 |
| 2,400 | 18 by 18 | 18 |
| 2,600 | 18 by 18 | 18 |
| 2,800 | 18 by 18 | 18 |
| 3,000 | 18 by 18 | 18 |
[D] Based on a flue area equal to one-twelfth the fireplace opening. Sec table 2 for areas of flue lining.
Number of Bricks
(1) Estimate the total volume of masonry by multiplying together the length, width, and height of the various sections (fig. 39).
| Section | Length Feet |
Width Feet |
Height Feet |
Volume Cubic feet |
|||
| AB | 6.0 | by | 2.75 | by | 12.66 | = | 209.0 |
| BC | 4.25 | by | 2.5 | by | 1.66 | = | 17.6 |
| CD | 3.5 | by | 2.0 | by | 2.0 | = | 14.0 |
| DE | 3.5 | by | 1.75 | by | 10.16 | = | 62.2 |
| EF | 4.33 | by | 2.5 | by | 6.0 | = | 65.0 |
| Total volume including voids | 367.8 | ||||||
(2) Estimate the total volume of voids by multiplying together their length, width, and height.
| Item | Length Feet |
= | Width Feet |
= | = | Height Feet |
= | Volume Cubic feet |
| Ash-pit | 2.33 | by | 1.5 | by | 7.0 | = | 24 46 | |
| Fireplace | 3.0 | by | 1.5 | by | 3.5 | = | 15.75 | |
| Smoke chamber | 2.0 | by | 1.16 | by | 2.0 | = | 4.64 | |
| 8½- by 13-inch flue[E] | 0.78 | square feet | by | 28 5 | = | 22.23 | ||
| 13- by 13-inch flue[E] | 1.20 | square feet | by | 18.75 | = | 22.50 | ||
| 8½- by 8½-inch flue[E] | .50 | square feet | by | 18.75 | = | 9.37 | ||
| Total volume of voids | 98.95 | |||||||
(3) Subtract volume of voids from volume of masonry.
| Cubic feet | |
| Total volume, including voids | 368 |
| Total volume of voids | 99 |
| Total volume of masonry | 269 |
(4) Multiply net volume of masonry by the number of brick per cubic foot.
269 by 22.5 = 6,053 brick, or 6.1 thousand bricks.
Mortar
To estimate the mortar needed, multiply the mortar material given below for 1,000 brick by 6.1 to determine how much will be needed to build the chimney, using 1:1:6 mixture recommended on page 10.
| Bags of hydrated lime | 2.6 | by | 6.1 | = | 16 bags. |
| Sacks of portland cement | 3.5 | by | 6.1 | = | 22 sacks. |
| Cubic feet of sand | 18.0 | by | 6.1 | = | 110 cubic feet = 4 cubic yards. |
Foundation
Concrete needed for foundation can be estimated as follows: Concrete for foundation should be 1:2½:5 and for the top 1:2½. The foundation is 7 by 3.75 by 1, or 26.25 cubic feet, or 1 cubic yard, and will require 5 sacks of cement, 0.46 cubic yard of sand, and 92 cubic yard of gravel. The cap is 4.5 by 2.66 by 0.5 = 5.9 cubic feet The area of the three flues above must be deducted: 5.9 minus 2.48 = 3.42 cubic feet, or one-ninth of a cubic yard. As 1 cubic yard was assumed for the foundation, extra cement and sand are not needed. Other material needed:
|
1 8-inch thimble, 9 inches long. 1 6-inch thimble, 9 inches long. 28 feet of 8½- by 13-inch flue lining. 20 feet of 13- by 13-inch flue lining. 20 feet of 8½- by 8½-inch flue lining. Damper, 36- by 10-inch throat opening. 2 clean-out doors and 1 ash dump. Mantel as selected. |
If firebrick is to be used or the exposed breast is to be of face or special brick (or ceramic tile) the number should be counted or estimated and deducted from the number of common brick as estimated above.
Labor
The labor required to build a chimney depends on the thickness of the walls, the height, and the amount of cutting to build in specialties, provide offsets, etc. In general, a mason will take 16 hours with 8 hours of laborer's help to lay 1,000 brick. On this basis, 16 by 6.1 = 97.6 hours of mason's time and 48.8 hours of laborer's time will be required.
Cost
The approximate cost of the chimney can be determined by using actual local cost of materials and wages as follows:[F]
| 6,100 brick at $15.00 per thousand | $91.50 | |
| 27 sacks of cement[G] at $0.70 per sack | 18.90 | |
| 16 bags of lime at $0.50 per bag | 8.00 | |
| 5 cubic yards of sand[G] at $2.25 per cubic yard | 11.25 | |
| 1 cubic yard of gravel at $2.00 per cubic yard | 2.00 | |
| 98 hours, mason's time, at $1.00 per hour | 98.00 | |
| 49 hours, laborer's time,[H] at $0.30 per hour | 14.70 | |
| 28 linear feet of 8½- by 13-inch flue at $1.00 per foot | 28.00 | |
| 20 linear feet of 13- by 13-inch flue at $1.15 per foot | 23.00 | |
| 20 linear feet of 8½- by 8½-inch flue at $0.40 per foot | 8.00 | |
| 1 8-inch thimble | .60 | |
| 1 6-inch thimble | .40 | |
| 2 clean-out doors Damper, lintel mantel, ash dump |
} | 65.00 |
| Total net cost | [I] | 369.35 |
[F] The prices used in this example are merely illustrative.
[G] Includes material for footing and cap.
[H] Includes labor for footing and cap.
[I] Where the chimney is built by contract, 10 to 15 percent should be added for profit and overhead.
When a fireplace smokes, it should be examined to make certain that the essential requirements of construction as outlined in this bulletin have been fulfilled. If the chimney is not stopped up with fallen brick and the mortar joints are not loose, note whether nearby trees or tall structures cause eddies down the flue. To determine whether the fireplace opening is in correct proportion to the flue area, hold a piece of sheet metal across the top of the fireplace opening and then gradually lower it, making the opening smaller until smoke does not come into the room. Mark at the lower edge of the metal on the sides of the fireplace. The opening may then be reduced by building in a metal shield or hood across the top so that its lower edge is at the marks made during the test; or the trouble can generally be remedied by increasing the height of the flue.
Outdoor fireplaces range from simple makeshifts to elaborately equipped structures harmonizing with the architecture of the house.
No one type will meet all conditions, but all types should be practical to use and yet not be fire hazards or eyesores.
Figure 40.—A, A fireplace built for 30 cents, cash. One hundred and twenty bricks and six concrete blocks were picked up a few at a time along the road. One sack of cement was purchased, one-half of which was used for another job Sand was available on the site. B f Detailed drawings show dimensions of this fireplace. As the fireplace is ordinarily built, the material would cost about $5 and the labor from $5 to $10, depending on local conditions.
The tendency is to build too large an outdoor fireplace. Where only a little cooking is to be done occasionally in a small yard or at a picnic, several concrete blocks or stones set on the ground about 12 to 16 inches apart will serve. The shelf of an old refrigerator may be used for a grille. If permanence is desired, the walls should be laid in cement mortar and the fireplace should have a suitable foundation and a permanent grille. An end wall is recommended to prevent embers from being scattered by drafts blowing between the side walls. Smoke annoyance while cooking is lessened by making the fireplace long enough to permit a short chimney (fig. 40).
Figure 41.—An outdoor fireplace built back of an inside fireplace and opening onto a paved terrace provides comfort in early fall.
A circle of stones laid loosely on the surface, larger stones set partly into the ground, or carefully laid masonry walls on a stable foundation may be used for campfires and small barbecue parties. A cast-iron pot with a lid can be buried in the ashes for baking. Pipe supports for pots and pans built into the masonry are a convenience; they can be homemade or purchased. Spits for roasting can be improvised or bought.
Fireplaces opening onto an enclosed porch or paved terrace, are often built as an integral part of the house chimney (fig. 41). The corner of boundary walls permits effective treatment. Such fireplaces should meet the regulations of local fire authorities and be built with the same care and be subject to the same rules as inside fireplaces.
Plans for outdoor fireplaces are available from various publishing houses; several magazines feature illustrations that can be adapted to the material at hand. If a structure is to be built with local labor and material, simple designs are advisable. The size of stones, joints, and proportions have a direct influence upon appearance, and good personal taste frequently results in more pleasing structures than blind adherence to conventional designs. The various combinations of ovens, cranes, grilles, storage compartments, benches, lights, sinks, etc., to be used as built-in features affect the design. Before planning a structure with these features, catalogs of dealers in outdoor fireplace equipment should be consulted for sizes of the available accessories so that ample space and proper details can be provided in the masonry for building them in. Skilled labor should be employed for elaborate designs (fig. 42) when much equipment is built in or when the fireplace, as in figure 41, is an integral part of a permanent building.
Figure 42.—This fireplace, set at a focal point in the garden, enhances the landscape. It was built by a skilled mason.
Ordinarily the fire is built on the hearth, no grate being used. Fire regulations in hazardous localities may require firing doors, dampers, spark screens, and a solid-plate cooking surface; otherwise these features are not essential. Two and a half square feet of cooking surface is desirable, while access to both sides and the end permit several people to cook at the same time. The side walls should have fairly level tops for pots and pans. Side walls are made 2 to 6 inches higher than the cooking level to permit anchoring the grille; if too high, they interfere with cooking. Commercial grilles are available, but satisfactory ones can be made of ½-inch to ¾-inch pipe or ⅝-inch reinforcing rods. The pipes should be 6 to 10 inches longer than the width of the firebox; they should be spaced not more than 1¼ inches apart and have their tops exactly level to prevent pots and pans from wobbling. Two or three pipes can be used for a lintel over the opening into the flue if regular iron lintels are not available. Where a solid top is desired, it should be of boiler plate at least ¼-inch thick. Such plates must be stiffened to prevent buckling by alternate heating and cooling; for ordinary purposes they are merely set on top of the grid though they may be hinged at the rear so they can be tipped back against the chimney.
The best draft is secured when the fireplace faces the direction of prevailing breezes and is protected from strong winds which might scatter sparks. If the fireplace is built too near shrubbery or under trees, the heat and smoke may damage or burn the foliage. A slight rise or a gentle slope that affords good drainage should be selected. Paving the ground around the fireplace, with flagstones or covering it with a layer of gravel or sand will prevent the area from becoming a mudhole or an unsightly bare spot; also, danger of starting brush fires by sparks falling from the firebox is lessened.
Fireboxes 12 to 16 inches wide, 16 to 24 inches long, and 6 to 8 inches deep with the hearth at 9 to 16 inches above the ground are sufficient for most purposes. Large fireboxes are wasteful of fuel; while, if the grille is too high above the hearth, much of the best cooking heat from glowing coals is lost. Most grilles are set 15 to 24 inches above the ground, though 30 inches may be desirable to avoid the necessity of stooping when cooking. The hearth should slope 1 to 2 inches toward the front so that rain water will drain away.
The area of the chimney flue should be at least one-eighth the vertical cross-sectional area of the firebox.
Fire-clay linings for the firebox and flue are not absolutely necessary except when required by fire regulations or where hot fires are maintained for long periods. They, or common brick linings, are advisable for the more permanent and expensive structures or where it is necessary to use porous stone, such as sandstone and most stratified rocks, which absorb water and flake or chip upon exposure to fire.
Most rocks or stone that can be worked up without special tools or skill, brick, and concrete are adaptable for the average fireplace (fig. 43). The size of the stones determines the thickness of the walls; no wall should be less than 8 inches thick.
Where suitable stone is difficult to get in sufficient quantity, the exposed surface may consist of a shell the thickness of the stone and the inner portion of the wall be made of concrete or large stone bedded in concrete. When flue lining is necessary, it will serve as a form for the flue: otherwise a metal stovepipe makes a practical form, or the flue can be formed of brick laid on edge. The stones can be laid and the concrete deposited with the least trouble by building the veneer and flue only 6 to 8 inches high at one time. All masonry should be laid in mortar, as described on page 10. Concrete made in the proportions 1:2½:4 will serve most purposes where wall sections are about 8 inches thick. For heavy foundations and thick walls not subject to direct fire, 1:3:6 concrete is strong enough.
A concrete slab 4 to 8 inches thick with the bottom 4 to 6 inches below the surface provides a sufficient foundation for medium-sized structures where frost is negligible and the soil is well drained and firm. If the soil is not well drained a 6- to 8-inch layer of stone, cinders, or sand should be provided under the slab and the surface of the immediate vicinity graded or otherwise protected from water. It is advisable to use ¼-inch or ½-inch reinforcing rods, 6 inches apart in both directions, one-third the distance from the top in slabs for all but the smallest fireplaces or where frost is not severe.
Figure 43.—A, Ground plan of a stone fireplace that can be built in different sizes to suit the landscape; B, vertical-section sketch; C, the completed fireplace. The stones for this fireplace were picked up at "the swimming hole." About 8 bushels were used over a backing of concrete; 16 bushels would have been needed if the concrete had not been used. Gravel and sand were dug from the excavation. The chimney is battered 4 inches in the 24-inch height.
Heavy and expensive structures, especially those having tall chimneys, should have foundations below the surface affected by frost or erosion and strong enough to prevent settlement or cracks. Such a foundation can be made of concrete, with a liberal use of large stones for economy, extending under the whole structure, or be continuous walls with a footing similar to those used for houses. The advice and help of builders may save money in the construction of foundations of large expensive fireplaces, especially where climatic conditions are severe and the bearing power of soil is not known.
Cooking should be done over glowing coals, as flames and smoke smudge the utensils or even the food. When the wood is nearly charred, most of the smoke has been driven off and the chimney is hot enough to draw the smoke up the flue. All fires should be banked before they are left, to avoid setting fires. Banking can be safely and effectively done by raking the coals and unconsumed fuel into a pile on the hearth and covering the pile with a few inches of earth. Water thrown on a hot fire may result in scalds from the steam and may crack the fireplace.
Barbecue ovens are rather expensive unless for community use. Outdoor fireplaces, without or with spits for roasting, are frequently called barbecues in some sections of the country. For occasional barbecuing parties, a hole in the ground will serve. Dig a hole several feet deep and several feet larger each way than the size of the carcass to be roasted; then place stones in the bottom to retain the heat. A trench 30 inches deep, 36 inches wide, and about 10 feet long will accommodate about 400 pounds of beef. A fire should be built sufficiently ahead of time, about 3 hours, to heat the stones and bottom and accumulate ashes for proper banking. Have someone with previous experience operate the pit, because improper wrapping of the meat and handling of the coals results in poor cooking.
Dutch ovens (fig. 25) are often built in connection with both indoor and outdoor fireplaces to copy early kitchen fireplaces or for actual baking.
When used as an ornament, the oven is fitted with a cast-iron door, and the space thus formed may be used for wood storage. An open firebox or compartment below may be similarly used. Spaces used for wood storage should be separated from the fireplace by a brick or stone partition at least 8 inches thick, all joints being completely filled with mortar.
If the oven is intended for baking, it is advisable to line it with firebrick, and the masonry should be at least 8 inches thick. A greater heat-storing capacity is secured by using thick walls. An ash drop of standard cast-iron unit type is provided for modern ovens and may lead either to the side of the fireplace or to an ash-pit in the chimney base. The throat or dome should be carefully formed with brick molded or ground to an arch and preferably should be fitted with a damper. If the top of the oven is flat, several lintel irons will be needed to support the brick. A separate flue with a damper is recommended. For ovens of ordinary size an 8½- by 8½-inch flue is ample. The oven is preheated by fire or hot coals. Before food is placed in the oven, the coals and ashes are removed through the ash drop.
Figure 44 shows a Dutch oven made of tapered adobe bricks and plastered outside with adobe mud. A hole in the top permits the escape of smoke, while the orño is being heated by the fire built inside on the floor. This hole is closed with an adobe block after the coals are raked out. When loaves of bread have been placed on the floor with a wooden paddle, the door hole is stopped with adobe brick.
Figure 44.—This Dutch oven of adobe bricks is a type very common in the States along the Mexican border. It is called an orño and is usually built a short distance from the kitchen door.
Boy Scouts and campers frequently improvise Dutch ovens by packing damp sandy clay, 8 to 12 inches thick, around a wooden barrel, a tin wash boiler, or slabs of rock to form a vault. After the earth has been gradually dried and baked with a slow fire, the oven is ready for use. The hole in the top and the door can be closed as in the orño.
U. S. GOVERNMENT PRINTING OFFICE: 1947
For sale by the Superintendent of Documents, U. S. Government Printing Office
Washington 25, D. C. - Price 15 cents
Transcriber Note
Paragraphs split by illustrations were rejoined. The footnotes for the tables were changed from arabic numerals to alphabetic characters to distinguish them from the text footnotes. The cover image was derived from materials made available at The Internet Archive and is placed in the Public Domain.