J * SPOKANE ORNAMENTAL IRON AND WIRE WORKS > nW a mTH ■ v ...?.T . ! P Mt"* -A -i* - - 11 • - , NS Sft .4 A Aft SHSjS SftJSftAftsai EL - ™ • i PRESS OF INLAND PRINTING COMPANY SPOKANE, WASH. E take pleasure to present to our many friends and patrons our first general catalogue and pocket companion for builders and contractors. Hoping that its contents may often be of benefit for its in¬ tended purpose and that it may tend to renew or strengthen our many pleasant previous business relations. We guarantee that no efforts will be spared to serve all, with the best our long experience and first-class facili¬ ties will produce. Respectfully yours, SPOKANE ORNAMENTAL IRON & WIRE WORKS, Manufacturers of and Designers for Ornamental Iron, Brass and Wire Work for Buildings. INDEX A Page Andirons. ..135 to 139 Area Grates. 161 Area Railings.... 37 Arches . 89 Anchors, Bolts and Stirrups 169 Ash Pit Doors. . . . 163 B Balcony Railings. . . . 33 to 37 Bank Rails. ...39 to 49 Brackets . 21 Brass Work. . . . 63 to 65 Blue Print Solution. 16 Brick Required in Walls. . 24 Barbed Wire (amount re- quired. 24 Board and Plank Measure at Sight. ... 44 to 46 Belting and Power Table. 64 Board Measure . . 92 C Canopies. ...23 to 27 Cemetery Gates. . 73 Cast Iron Posts. . ...91 to 93 Chandeliers. . .115 to 127 Cash Guard. 12^ Coal Screens. 113 Counter Railings. 49 Crestings. ..143 to 145 Columns. ..173 to 175 Cost of Building. . 6. 8 and 10 Capacity of Cisterns. 12 Clapboards (amount re- quired. 14 Concrete . 16 Corrugated Iron Roofing (amount required). 104 Coal Holes. . 165 D Desk Railings.... ...39 to 49 Door Guards. 55 Door Grilles. 103 Degrees of Heat ' Required to Melt Various Sub- stances, Boil or Freeze. 42 E Electric Light Fixtures... ..115 to 127 Elevator Cabs.... ....9 to 11 Elevator Enclosures. . .7 to 9 Entrance Gates . . . ...67 to 73 F Fence Posts. ..91 to 93 Fencing. 85 Finials. 153 Fire Escapes. 23 Fire Dogs. ..135 to 139 Fire Place Frames ..139 to 141 Fire Sets . 139 Floor Railings. . . . 48 Page Flower Bed Borders. . ... . 87 Flower Vases.95 to 99 Foot Rails . 65 Fire Grates. 171 G Gallery Railings.33 to 37 Garden Vases.95 to 99 Gas Fixtures.115 to 127 Gates (folding).53 to 55 Gates (entrance) .... 67 to 73 Grating. 161 Guards (door). 103 Guards (iron).105 to 107 Guards (wire).109 to 113 Grilles (office). 45 Grilles (door). 103 Girders . 167 H Hinge Plates.119 to 129 Hitching Posts.91 to 93 How to Kill Grease Spots Before Painting. 14 House Trimmings. 131 I Iron Grate Bars. 171 Iron Brackets. 21 Iron Settees. 49 Iron Crestings. 143 Iron Gates.53, 55, 67, 73 Iron Ladders. 23 Iron Porticos.23 to 27 Iron Posts.91 to 93 Iron Stairs.13 to 21 Iron Fences. ..75 to 85 Iron Store Fronts. . . .27 to 31 J Jail and Prison Cells. 159 L Ladders (iron). 23 Lanterns.115 to 127 Light Fixtures.115 to 127 Labor . 16 Lintels.167 to 169 M Masonwork (brick). 16 Moulders and Pattern Mak¬ ers’ Table. 26 Mensuration . 106 Manholes . 163 N Number of Nails Required in Building. 40 Number of Cu. Ft. (avoir¬ dupois) Per Ton of Vari¬ ous Substances. 42 O Office Railings.39 to 53 INDEX. p Page Park Settees. 99 Plate Hinges.119 to 129 Porticoes. 23 to 27 Painting Instructions. 14 Paint (amount required) 14 Paint (how to mix) . . 40 Plastering Estimates. 16 Power Transmission of Ropes at Various Speeds. 48 Pipe Railing. 83 Plaques. 133 R Railings (iron). to 37 Railings (wire). 45 to 49 Railings (brass). 63 to 65 Railings (bank). 39 to 49 Railings (balcony)... 33 to 37 Railings (foot). 65 Railings (office). 39 to 49 Railings (stair). 13 to 21 Rubble .. 16 Reservoir Vases. 95 to 99 Recipes.12 and 76 to 80 Roof Crestings.143 to 145 Sand Screens. 113 Sash Bars. 27 to 31 Settees . 99 Stable Fittings.155 to 157 Shutters . 161 Sidewalk Grates.... 161 Signs. 57 to 63 Stairs. 13 to 21 Stall Guards. 155 Store Fronts. ,27 to 31 Summer Houses. 87 Solders . 18 Strength of Ice. 18 Strength of Cast Iron Col- umns. 22 Steel (how to test) . 24 Strength of Bodies to Re- sist Torriscn. 28 Strength of Manilla , and "Hemp Ropes. 50 Sillplates.161 to 165 Shutter Eyes. 163 Shrinkage of Castings.. . . 92 Sidewalk Lights. 163 Spikes, (number per keg) Wrought Iron.... 83 Street and Tramrail Spikes, Number Per Keg, etc. . 88 Square Timber Table of % Girth... 94 Slating and Shingles 102 Stone Work. ] 06 Strength of White Pine Posts and Pillars. 112 to 120 Safe Loads .of White Pine Beams.122 to 136 Safe Loads of Jones & Laughlin’s Beams.138 to 158 Safe Loads of J. & L. Channels.160 to 163 Safe Loads of J. & L. Tees, .170 to 172 Page Safe Loads of J. & L. Angles.174 to 176 T Tower Finials.147 to 153 Transom Grilles... 101 and 103 Trellisses . 85 Tubular Rails.63 to 65 Tree Guards.. 85 Table for Wood Construc¬ tion of Girders. 30 Table of Transmission for Wire Ropes. .. 32 Transmission Ropes. 50 Tempering Steel. 56 Timber Measure.96 and 98 Track Drain. 165 V Vanes. 147 to 153 A r ases.95 to 99 Vault Gates.71 to ( !) W Wagon Guards.Ill Weather Vanes....147 to 153 Wickets.49 to 51 Wings.51 to 53 Window Guards. . . .109 to 113 Window Guards (iron)... 105-7 Wire Arches. 89 Wire Banners. 63 Wire Counter Railings 39 to 53 Wire Pences.83 to 85 Wire Gauge.109 Wire Signs.. . .61 to 63 Weight of Skylight and Floor Glass. 12 Washers . 14 Wire, Per Bundle. 18 Weight of Cord Wood. ... 20 Weights of Various Metals 26 Weight of Lead Pipe. 20 Weight of Flat Steel, Per Foot . 28 Weights of Various Mater¬ ials in Lbs. Per Cu. Ft. 28 Weights of Square Cast Iron Per Lin. Ft. 34 Weights of Round Cast Iron Per Lin. Ft. 36 Weights of Cubic Ft. of Stone, Earth, etc. 38 Weight of Iron Per Lin. Foot.52 to '54 Washers (number per keg) 56 Weights of Sheet Brass, Copper, Iron and Pipe, ..58 to 62 Weight of Grindstones. ... 74 Weight of Cast Iron Pipes 82 Weight of Sheet Iron.... 86 Weight of Plate Iron.... 88 Weight of Wire Per 100 Lin. Feet. 88 Weight of Timber Work, etc. 100 Window Glass. . . .108 and 110 Wheel and Door Guards.. 161 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Elevator Enclosure No. 710. 5-16 inch square steel, tubular frame, in black finish, $2.00 per square foot; in electroplate finish, $3.00 per square foot. Sliding doors with best anti¬ friction hangers and locks, $10.00 each. No. 711. Same construction as No. 710. In black finish, $1.80 per square foot; in electroplate, $2.80 per square foot. Doors same extra as above. No. 712. Made of one-inch channel frame, flat Bessemer steel panels; in black finish, $1.60 per square foot; in electroplate, $2.60 per square foot. Sliding doors with best anti-friction hangers and locks, $10.00. No. 713. Same construction as No. 712. In black finish, $1.00 per square foot; in electroplate finish, $1.60 per square foot. Doors same extra as others. We manufacture all the latest styles of center parting and two-third opening doors. SHINGLES REQUIRED IN A ROOF. To the square foot it takes 9 if exposed four inches; 8 if exposed 4% inches, and 7 1-5 if exposed 5 inches to the weather. Find the number of shingles required to cover a roof 38 ft. long, and the rafters on each side 14 ft. Shingles exposed 4 % inches. 28 x 38 = 1064 (sq. ft.) x 8 = 8512 shingles. Ans. To find the length of rafters, giving the roof one-third pitch: take three-fifths of the width of the building. If the building is 30 feet wide, they must be 18 feet long, exclusive of projection. The following very useful and practical calculations will be found exceedingly handy, as guides to the builder, in making up his figures when he is called upon to estimate for all portions of a job, many of which are not entirely in his own particular line: LABOR. To place joists, etc., on wall, $4 per 1,000. Put up jambs and case a door, $1.50. Hanging door and locking, 50c to 75c. Fitting sash, 50c to 75c. Casing window, stool and apron, $1.00. Hang outside blinds, 50c. Hang inside blinds, 75c; if boxed, $1.00. Lay pine floor, 6-inch, 30c per square. Lay pine floor, 4-inch, 40c per square. Lay walnut floor, 3-inch, $1 per square. Roof and sheathing, 25c per square. To lay shingles, per 1,000, 75c per square. MASON WORK — BRICK. 1% barrels lime and % yard sand will lay 1,000 brick. One man with 1 *4 tenders will lay 1,800 to 2,000 brick per day. 6 SPOKANE ORNAMENTAL IRON & WIRE WORKS, No. 712 7 No. 713 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Elevator Enclosure No. 706. Standard one-inch channel frame, 1 %-inch mesh No. 10 wire. In black finish, 60c per square foot. Doors with best anti-friction hangers and Moore locks, $10.00 each. Elevator Cab No. 752. Has neatly finished wood base and strong wire mesh top; medium size, 5 by 6 feet, $160.00 in black finish. Elevator Cab No. 753. Bessemer steel grille work in tubular frame, with ornamental cast iron corners; medium size, 5 by 6 feet, in black finish, $200.00; in electro bronze, $250.00. Special designs and prices on application. COST OF PAINTERS’ WORK. 1 coat shellac, 50c per square. 1 coat lead and oil, 75c per square. 2 coats lead and oil, $1.50 per square. 3 coats lead and oil, $2.50 per square. Sanding, 1 coat, 75e per square. Grain oak, 2 coats, $2.50 per square. Grain walnut, 2 coats, $3.00 per square. To set glass, 10 per cent, of cost. Calcimining, 60c to 75c per square. 1 coat varnish, 50c per square. CEMENT. 1% barrels cement and % yard sand will lay 100 feet rubble stone. Same time as to mason and tender as rubble. FLOOR, WALL AND ROOF MEASURE. To find the number of square yards in a floor or wall: Rule — Multiply the length by the width or height (in feet) and divide the product by 9 ; the result will be square yards. RUBBLE. 114 barrels lime and 1 yard of sand will lay 100 feet of stone. One man will lay 250 feet of stone per day with one tender. 8 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 706 No. 753 No. 752 9 SPOKANE ORNAMENTAL IRON & WIRE WORKS. USEFUL INFORMATION FOR ARCHITECTS AND BUILDERS. Number of Nails and Tacks Per Pound. NAILS. No. TACKS. No. Size. per lb. Length. per lb. 6 penny, fence 2 in 80 nails 1 oz.. . % inch. . . 16,000 8 “ “ 214 in 50 “ 11/4 “ . . .3-16 " . . . 10,666 10 “ “ 3 in 34 “ 2 “ ... 1/4 “ • • . 8,000 12 “ '■ 314 in 39 “ 21/2 “ . . .5-16 “ . . 6,400 3 ‘ ‘ fine 1 % in 760 “ 3 “ . . . % “ . . . 5,338 3 “ .... H /4 in 480 1 ‘ 4 “...716 “ . 4,000 4 “ ... 11/! in 300 11 6 “ . . .9-16 “ . . . 2,666 5 “ - 1 % in 200 “ 8 “ % “ . • . 2,000 6 “ .... 2 in 160 “ 10 “ . . .11-16 “ . 1.600 7 “ _ 2Vi in 128 12 . 1,332 ■8 “ .... 2 y 2 in 92 “ 14 “ . . .13-16 “ . 1,143 9 “ — 2 % in 72 ‘ ‘ 16 “ ... Vs “ • • . 1,000 10 “ .... 3 in 60 ‘ ‘ 18 “ . . .15-16 “ 888 12 “ .... 314 in 44 “ 20 800 16 “ .... 3 % in 32 “ 22 “ . .’ .1 1-16 “ . . 727 20 “ _ 4 in 24 “ 24 “ . • ■ 1 Vs “ ■ • 666 30 “ .... 414 in 18 “ 40 “ .... 5 in 14 “ 50 “ _ 51/2 in 12 '• 1,000 shingles, laid 4 inches to the weather, will cover 100 square feet of surface, and 5 lbs. of shingle nails will fasten them on. One-fifth more siding and flooring is needed than the number •of square feet of surface to be covered, because of the lap in the siding and matching. 1,000 laths will cover 70 yards of surface, and 11 lbs. of lath nails will nail them on; 8 bushels of good lime, 16 bushels of sand, and 1 bushel of hair, will make enough good mortar to plaster 100 square yards. A cord of stone, 8 bushels of lime, and a cubic yard of sand, will lay 100 cubic feet of wall. Five courses of brick will lay 1 foot in height on a chimney; 16 bricks in a course will make a flue 4 inches wide and 12 inches long, and 8 bricks in a course will make a flue 8 inches wide and 16 inches long. ESTIMATES OF MATERIALS. SV 2 barrels of lime will do 100 square yards plastering, two coats. 2 barrels of lime will do 100 square yards plastering, one coat. 1% bushels of hair will do 100 square yards of plastering. 114 yards of good sand will do 100 square yards of plastering. % barrel of plaster (stucco) will hard-finish 100 square yards plastering. 1 barrel of lime will lay 1,000 bricks. (It takes good lime to do it.) 2 barrels of lime will lay 1 cord rubble stone. V 2 barrel of lime will lay 1 perch rubble stone. (Estimating 14 cord to perch.) To every barrel of litre estimate about % yards good sand for plastering and brick work. 10 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Elevator Car No. 754. Has solid ornamental steel base, square bar grille work and bevel plate mir¬ rors; medium size, 5 by 6 feet, $300.00: in electro¬ plate, $360.00. Cab No. 755. Made of one- inch channel frame and Bessemer steel grille work; medium size, 5 by 6 feet, in black finish, $240.00; in electro bronze finish, $280.00. SPOKANE ORNAMENTAL IRON & WIRE WORKS. USEFUL RECIPES. 1. f To Remove Oil Paint from Glass: Coat glass lightly with brown soft soap and let it remain one-half hour before wiping. 2. To Preserve Fence Posts: Mix powdered charcoal with boiled linseed oil to consistency of common paint and apply with brush. 3. To Fireproof Wood: Mix y, peck fine sand, % peck finely screened wood ashes, % peck slacked lime with burned linseed oil to form a soft dough; give one light and two heavy coats. This coating will harden like rock in water, and is good for water tanks. 4. To Drill and Cut Glass: Use a good hard tempered steel drill or saw, keeping cutting edge moist with a solution of turpentine and camphor. To round edges, use sharp round file. 5. To Dry Newly Plastered Room: Burn a fair sized fire of charcoal in the rooms for 48 hours, closing same well: after airing for 15 minutes the room can be occupied without injury to health. 6. To Remove Odor of Fresh Paint: Burn a few handsful of juniper berries in an open fire and close the room for 24 hours, when the air will be pure and sweet. 7. To Keep Glass from Frosting: Wipe slightly with oil of glycerine. CAPACITY OF CISTERN, IN GALLONS FOR EACH 10 INCHES IN DEPTH. Dia. in ft. ! Gallons Dia. in ft. Gallons ^Dia. in ft. Gallons 2 19.5 6 % 206.85 12 705. 2% 30.5 7 239.88 13 827.4 3 44.6 7% 275.4 14 959.6 3 y 2 59.97 8 313.33 15 1,101.6 4 78.33 sy 2 353.72 20 1,958.4 4 % 99.14 9 396.56 25 3,059.9 5 122.4 9y 2 461.4 30 4.406.4 sy 2 148.1 10 489.6 35 5.990. 6 176.25 li 592.4 40 7,831. WEIGHT OF SKYLIGHT AND FLOOR GLASS PER SQUARE FOOT. 1 Thickness in Inches. i y 8 i 3-16 | y* i % 1 % 1 % 1 % 1 1 Weight.. | 1.75 | 2.62 | | 3.5 | 5.35 | 7. | 8.75 | ! 10.5 | 14. 12 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Stairs No. 1450. Cast iron string, risers and newels, wrought iron ballustrade with wood handrail, slate or marble treads. Our eastings are of the highest grade, as also workman¬ ship and finish. Send plans and measures for estimates. No. 1451. Same construc¬ tion as No. 1450. We solicit your plans and specifications for complete estimates on any iron work for buildings. 13 SPOKANE ORNAMENTAL IRON & WIRE WORKS. PAINTING. For outside wood-work, paint made from white lead ground in linseed oil is most used. If the oil is raw, or unboiled, dryer is added; if boiled, no dryer is necessary. Not less than four coats should be applied—-five are better. Paint, ready mixed, put up in cans or kegs, may be procured from manufacturers or dealers. These paints have to be thinned by adding 1 pint of oil to about 2^ lbs. of paint. When thinned, 1 lb. will cover about 2 square yards of first-coat, 3 yards of second, and 4 yards of each subsequent coat; or 1% lbs. to the square yard will be required for 4 coats, and 1% lbs. for 5 coats. For inside work, either white lead or oxide of zinc is used, and for good work 4 coats are necessary. For iron exposed to the weather, or the action of water, graphite paint of finely ground graphite mixed with pure linseed oil, is best. Iron inclosed in cement should not be painted. Plastered walls should stand a year before painting. ' Painting is measured by the square yard, girding every part of the work that is covered by paint and allowing an addition to thp actual surface for the difficulty of covering deep quirk of mouldings and for “cutting in’’ as in sash and shelving, or where there is a change of color, on same work. Washes. For outside wood work. In a tight bushel, slack half a bushel of fresh lime by pouring over it boiling water sufficient to cover it 4 or 5 inches deep, stir until slacked; add 2 lbs. of sulphate of zinc dissolved in water, add water enough to bring all to the consist¬ ency of thick whitewash. For inside work. Add 2 quarts of thin size to a pailful of wash just before using. The common practice of mixing salt with white¬ wash should not be permitted. For brick or stone work. Slack 14 bushel of lime, as before, in a barrel; then fill the barrel % full of water and add a bushel of hydraulic cement; add 3 lbs. sulphate of zinc dissolved in water. These washes may be colored by adding powdered ochre, umber, etc. AMOUNT OF PAINT REQUIRED FOR A GIVEN SURFACE. It is impossible to give a rule that will apply in all cases, as the amount varies with the kind and thickness of the paint, the kind of wood or other, material to which if is applied, the age of the surface, etc. The following is an approximate rule: Divide the number of square feet of surface by 200. The result will be the number of gallons of liquid paint required to give two coats; or, divide by 18 and the result will be the number of pounds of pure ground white lead required to give three coats. HOW TO KILL GREASE SPOTS BEFORE PAINTING. Wash over smoky or greasy parts with saltpetre, or very thin lime white-wash. If soap-suds are used, they must be washed off thoroughly, as they prevent the paint from drying hard. CLAP-BOARDS. One bur die laid 3% inches to the weather will cover 2G square feet. 14 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1452. A modest but neat stairway, less expensive than the previous, but of the same con¬ struction. Prices on receipt of measures. No. 1453. A wrought iron stairway throughout, very substantially built and most suitable for the outside of buildings, with or without electro- liere. Give run and rise for estimates. 15 SPOKANE ORNAMENTAL IRON & WIRE WORKS. MASON WORK — BRICK. 1% barrels lime and % yard sand will lay 1,000 brick. RUBBLE. One man will lay 150 feet of stone per day with one tender. CEMENT. 1% barrels cement and % yard sand will lay 100 feet rubble CONCRETE. Good Fds., 1 cement, 3 sand, 9 gravel. Mch. Fds., 1 cement, 3 sand, 7 gravel. Ord. Fds., 1 cement, 4 sand, 12 gravel. All material must be free of loam, clay, or dirt of any kind. Broken stone can be substituted for gravel. Sand should be clean and sharp. LABOR. Hanging door and locking, 50c to 75c. Hang inside blinds, 75c; if boxed, $1.00. ESTIMATES OF MATERIALS. 3% barrels of lime will do 100 square yards plastering, two 1% yards of good sand will do 100 square yards of plastering. % barrel of lime will lay 1 perch rubble stone. (Estimating % BLUE PRINT SOLUTION. 1 pint Citrate of Iron Ammonia. 2 pints Red Prussiate of Potash. 1 pint Gum Arabic. 3 pints Water. 1% oz. Red Prussiate of Potash in 11 ozs. water. 1% oz. Citrate of Ammonia in 5 ozs. water. Mix together and keep in dark place. Corrections can be made with a pen dipped in a solution of caustic soda. Also by bi carbonate of soda. Also by a solution of lime. Cement 1 bushel and sand 2 bushels will cover 3% square yards 1 inch thick, 4% square yards % inch thick, and 6% square yards % inch thick; 1 bushel cement and 1 of sand will cvoer 2^4 square yards 1 inch thick, 3 square yards % inch thick, and 4 y 2 square yards % inch thick. 16 SPOKANE ORNAMENTAL IRON & WIRE WORKS. i No. 1454. Highly ornamental cast iron stair with slate or marble treads, wood hand rail and cast iron bal- lustrade. All ornaments are free hand artis¬ tic modeled and submitted t o architect’s ap¬ proval if de¬ sired. No. 1455. Ornamental wrought iron stair throughout, with slate or marble treads, with or without electroliere. For prices send meas¬ ures and plan. 17 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1401. Shows hand-forged ornamental iron railing with leaf work. We employ skilled artisans for this line of work and solicit special designs for execution. Price per lineal foot in black finish, $12.00. No. 1402. Wrought iron scroll railing with 1% inch diameter pipe railing, for stone and wood steps; 32 inches high, $4.00 per lineal foot. No. 1456. Heavy cast iron spiral stair, solid treads and risers; made any radius to order; 24 inch radius, $12/10 per foot rise. No. 1457. Light spiral stairs, 24 to 30 inch radius, $8.00 and $9.00 per foot rise, complete for erection. COMPOSITION OF SOLDERS. Fine Solder is an alloy of two parts of block tin and one part of lead. Glazing Solder is equal parts of block tin and lead. Plumbing solder, one part block tin, two parts lead. YARDS OF WIRE, PER BUNDLE. Wires all weigh 63 lbs. to the bundle. Wire Yards in Wire Yards in Gauge. Bundle. Gauge. Bundle. No. 0 . . . . 71 No. 11 . . 529 No. 1 . . . . 91 No. 12 . . 700 No. 2 . . . . 105 No. 13 . . 893 No. 3 . . . . 121 No. 14 . .1142 No. 4 . . . . 143 No. 15 . .1468 No. 5 . . . . 170 No. 16 . .1954 No. 6 . . . . 203 No. 17 . .2540 No. 7 . . . . 239 No. 18 . .3150 No. 8 . . . . 286 No. 19 . .4085 No. 9 . . . . 342 No. 20 . .4912 No. 10 . . . 420 STRENGTH OF ICE OF VARIOUS THICKNESSES. Ice two inches thick will bear men to walk on. Ice four inches thick will bear horses and riders. Ice six inches thick will bear teams with moderate loads. Ice eight inches thick will bear teams with very heavy loads. Ice ten inches thick will sustain a pressure of 1,000 pounds per square foot. 18 SPOKANE ORNAMENTAL IRON & WIRE WORKS, 'S No. 1401 No. 1456 No. 1402 No. 1457 19 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1458. Outside area stairs, substantial wrought iron construc¬ tion and wrought iron hand rail, with wood or iron treads and platform; can also be made with solid risers. Send run, width and rise of stairs for estimate. No. 1459. A similar stair as above, with cast iron treads and more substantial railing, as well as newel post. No. 1460. Plain bracket. No. 1461. Ornamental bracket for support of stairs. WEIGHTS OF CORDWOOD. One cord of Hickory . One cord of Hard Maple. One cord of Beech. One cord of Ash. One cord of Birch.. One cord of Pitch Pine. One cord of Canada Pine. One cord of Yellow Oak. One cord of White Oak. One cord of Lombardy Poplar. One cord of Red Oak. Lbs. Carbon. 4,468 100 2,864 58 3,2114 64 3,449 79 2.368 49 1,903 43 1,870 42 2,920 61 1,870 81 1,775 41 3,255 70 WEIGHT OF LEAD PIPE—DIFFERENT SIZES. Caliber. AAA Weight per foot. AA Weight per foot. A Weight per foot. Weight per foot. C Weight per foot. D Weight per foot. D Light Weight per foot. E Weight per foot. E Light Weight per foot. In. lb oz lb OZ lb oz lb OZ lb oz lb oz lb OZ lb OZ lb oz % 1 8 1 5 1 2 1 0 0 13 0 10 0 8 3 0 2 0 1 12 1 4 1 0 0 13 0 11 0 9 r ’s 3 8 2 12 2 8 2 0 1 12 1 8 1 4 l 0 1 12 % 4 8 3 8 3 0 2 4 2 O 1 12 1 £ 1 4 1 0 1 6 0 4 12 4 0 3 4 2 8 2 0 1 8 1 Vi 6 12 5 12 4 12 3 12 3 0 2 8 2 0 1% 9 0 8 0 6 4 5 0 4 4 3 8 3 4 2 10 12 9 0 7 0 6 0 5 4 4 0 20 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1458 No. 1459 No. 1461 21 SPOKANE ORNAMENTAL IRON & WIRE WORKS We make fire escapes of any description, standpipes and railings and especially solicit country trade for this work. All of the materials are fully itemized and detailed so anyone can easily erect same with the assistance of our shop details sent with the work. For estimates, show elevations and give width of stairs and plat¬ forms. No. 1602 shows the usual stair. No. 1603 shows the ladder fire escape. No. 1650. An inexpensive carriage porch, which can be arranged for tin or glass roof and has transparent glass signs to be illuminated at night. The best investment we ever made is the verdict of those whom we furnished. For prices send dimensions. SIZE AND STRENGTH OF CAST IRON COLUMNS, IRON 1 INCH THICK. a Height in Feet Diameter inches. 4 6 8 10 12 14 16 18 20 22 24 Load in Cwt. 72 60 49 40 32 26 22 18 15 13 11 2% . . . . 119 105 91 77 65 55 47 40 34 29 25 178 143 145 128 111 97 84 73 04 56 49 3% ..... 247 232 214 191 172 156 135 119 106 94 83 4. 326 318 288 266 242 220 198 178 100 144 130 IV 2 .... 418 400 379 354 327 301 275 251 229 208 189 522 501 479 452 427 394 365 337 310 285 262 6. 607 592 573 550 525 497 469 440 413 386 360 7. 1032 1013 9S9 959 924 887 848 808 765 725 686 1 333 1315 1289 1259 1224 1185 1142 1097 1052 1005 959 1716 2697 1672 1640 1603 1561 1515 1461 1461 1 364 1311 10. 2119 2100 2077 2045 2007 1964 1916 1 865 1811 1755 1697 11. 2570 2550 2520 2490 2450 2410 2.358 2305 2248 2189 2127 12. 3040 3020 2970 2930 2900 2830 2780 2730 2670 2600 22 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1602 No. 1603 No. 1650 23 SPOKANE ORNAMENTAL IRON & WIRE WORKS. QUANTITY OF BRICKS REQUIRED TO CONSTRUCT A BUILDING Superficial Number of Bricks in Thickness of Feet of Wall. 4 inch | 8 inch 12 inch|16 inch 1 20 inch 24 inch 1. 7 15 22 29 37 45 9 15 30 45 60 75 90 3. 23 45 68 90 113 135 4. 30 60 90 120 150 180 5. 38 75 113 1 50 188 225 6. 45 90 | 135 180 225 270 7. 53 105 158 210 263 315 8. 60 120 180 240 300 360 9. 68 135 203 270 338 405 10. 75 150 225 300 375 4*0 20. 150 300 450 600 750 900 30. 225 450 675 900 1,125 1,350 40. 300 600 900 1,200 1,500 1,800 50. 375 750 1,125 1,500 1,875 2,250 60. 450 900 1,350 1,800 2,250 2,700 70. 525 1,050 1,575 2,100 2,625 3,150 80. 600 1,200 1.800 2,400 3,000 3,600 90. 675 1,350 2.025 2,700 3,375 4.050 100. 750 1.500 2,250 3,000 3.750 4.500 200. 1,500 3,000 4,500 6,000 7,500 9,000 300... 2,250 4,500 6,750 9,000 11,250 13.500 400. .. 3,000 6,000 9,000 12,000 15,000 18.000 AMOUNT OF BARBED WIRE REQUIRED FOR FENCES. Estimated number ot pounds of barbed wire required to fence space or distances mentioned, with one. two or three lines of wire, based upon each pound of wire measuring one rod (16% feet.) 1 Line. 2 Lines. 3 Lines. 1 square acre. . 50% lbs. 101 y 3 lbs. 152 lbs. 1 side of a square acre. . 12% lbs. 25% lbs. 38 lbs. 1 square half-acre. . 36 lbs. 72 lbs. 108 lbs. 1 square mile. . 1280 lbs. 2560 lbs. 3840 lbs. 1 side of a square mile. . 320 lbs. 640 lbs. 960 lbs. 1 rod in length. 1 lbs. 2 lbs. 3 lbs. 100 rods in length. . 100 lbs. 200 lbs. 300 lbs. 100 feet in length. . 6 1-16 lbs. 12% lbs. 18 3-16 lbs. How to Test Quality of Steel.—Good tool steel, with a white heat, will fall to pieces; with bright red heat will crumble under the hammer; with middling heat may be drawn to a needle-point. To test hardening qualities draw under a low heat to a gradu¬ ally tapered square point and plunge into cold water; if broken point will scratch glass, the quality is good. To test tenacity, a hardened piece will be driven into cast-iron by a hardened hammer—if poor, will be crumbled. Excellence will be in proportion to tenacity in hard state. Soft steel of good quality gives a curved line fracture and uniform gray texture. Tool steel should be dull silver color, uniform, entirely free from sparkling qualities. 24 No, 1651. An idea to protect a front en¬ trance and an im¬ provement of its ap¬ pearance. Price of canopy, 5 by 6 feet, $160.00. Straight stair rail on stone or wood steps, 18 inches high, $3.00 per lineal foot, 30 inches high, $4 00 per lineal foot. I' Sslfc No. 1662. Canopy for warehouse entrance, on heavy steel frame construc¬ tion, with corrugated iron, tin or glass roof. For prices send dimensions. 25 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1653. Canopy suitable for store entrance, with illuminating signs, of white milk glass. A useful article and good advertise¬ ment. We submit special designs to suit style and size, free of charge. No. 1700. Store front, finished with our ornamental iron sash bars, detail cuts of which are shown on pages 29 and 31. Send plans for estimates. MOULDERS AND PATTERN MAKERS’ TABLE. Cast Iron Being 1, Bar Iron equal.1.07 Steel equal .1.08 Brass equal .1.16 Copper equal .. . .1.21 Lead equal .1.56 Bar Iron Being 1, Cast Iron equal . 95 Steel equal .1.03 Copper equal . 1.16 Brass equal . 1.09 Lead equal . 1.48 White Pine Being 1, Cast Iron equal . 13. Brass equal . 12.7 Copper equal . 13.4 Lead equal . 18.1 Zinc equal . 11,5 Weight of a Cubic Inch of Various Metals in Pounds. — Ham¬ mered Gold .701 lbs., Cast do. (pure) .698. 20 Carats Fine do. .567, Hammered Silver .382, Pure do. .378, Cast Steel .287, Cast Iron .263, Sheet Iron .279, Rolled Platinum .797, Wire do. .762, Hammered do. .735, Sheet Copper .323, Sheet Brass .304, Lead .410, Cast Tin .264, Cast Zinc .245. 26 SPOKANE ORNAMENTAL IRON & WIRE WORKS. SPOKANE ORNAMENTAL IRON & WIRE WORKS. WEIGHT OF FLAT STEEL PER FOOT. 1 iy 8 1% 1% iy 2 1% 2 14. .852 .958 1.06 1.17 1.27 1.49 1.70 1.27 1.43 1.59 1.75 1.91 2.23 2.55 1.70 1.91 2.13 2.34 2.55 2.98 3.40 %. 2.13 2.39 2.66 2.92 3.19 3.72 4.26 2 Y 4 2 y 2 2 % 3 sy 4 3% 14. 1.91 2.13 2.34 2.55 2.77 2.97 2.87 3.20 3.51 3.83 4.15 4.47 . %. 3.83 4.26 4.68 5.11 5.53 5.98 % . 4.79 5.32 5.85 6.39 6.92 7 45 RELATIVE STRENGTH OF BODIES TO RESIST TORSION. Lead Being 1. Tin . 1.4 Copper . 4.3 Yellow Brass. 4.6 Gun Metal . 5.0 Cast Iron. 9.0 Swedish Iron. 9.5 English Iron.10.1 Blistered Steel.16.6 Shear Steel.17.0 Weight of Various Materials in Lbs. (Avoirdupois) per Cubic Foot.—Pure Gold 1,203.6, Standard Gold 1,102.9, Hammered Gold 1,210.11, Pure Silver 654.6, Hammered Silver 656.9, Standard Silver 658.4, Cast Brass 524.8, Brass Wire 534, Bismuth (cast) 613.9, Antimony 418.9, Bronze 513.4, Cobalt (cast) 488.2, Copper (cast) 459.3, Copper (sheet) 557.2, Copper (wire) 554.9, Wrought Iron 486.75, Iron Plates 481.5, Cast Iron 450.4, Gun Metal 543.75, Cast Lead 709.5, Rolled Lead 711.75, Red Lead 558.75, Tin 455.7, Platinum (pure) 1.218, Hammered Platinum 1,271, Mercury 60 deg., Fluid 848, Mercury (solid) 977, Nickel (cast) 487.9, Steel (plates) 480.75. Steel (soft) 489.6, Type Metal 653.1, Zinc (cast) 439, Granite 165.75, Millstone 155.3, Marble (mean, of 19 kinds) 180, Grindstones 133.9, Firebrick 137.5, Tile 114.44, Brick (mean) 102, Clay 102, Limestone (mean, of 7 sorts) 184.1, Loose. Earth or Sand 95, Coarse Sand 112.5, Ordinary Soil 124, Mud 3 02, Clay and Stones 160, Slate 167 to 181.25, Plaster Paris 73.5, Plumbago 131.35, Anthracite Coal from 89.75 to 102.5, Cannel Coal from 77.33 to 82.33, Charcoal from Hard Wood 18.5, ditto from Soft Wood 18, Port Wine 62.31, Fresh Water 62.5, Sea Water 64.3, Dead Sea Water 77.5, Vinegar 67.5, Alum 3 07.10, Asbestos (Starry) 191.1, Ice at 32 degs., 57.5, Sulphur 127.1, Peat 375 to 83.1, Marl (mean) 309.33, Hydraulic Lime 171.60, Quartz 3 65.25, Rock Crystal 170.94, Salt (common) 133.12, Lard 59.20, Whale Oil 57-70, Olive Oil 57.19. 28 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1701. Reinforced Ger¬ man silver corner sash bar, 2-inch face on hard¬ wood core, with steel back fitted up complete . for erection. Price, $1.60 per lineal foot. No. 1703. Section of German silver face sash bar, same make as No. 1701. $1.40 per lineal foot. All glass can be set from the outside and the glass will not frost on incased show windows. 29 SPOKANE ORNAMENTAL IRON & WIRE WORKS Table showing the requisite sizes of girders and joists for ware¬ houses, the span and distance apart being given: Distance apart. Span of Girders. Joists Remarks 6 Feet 8 Feet 10 Feet 12 Feet Feet Inches 1 Inches Inches Inches 1nches 10 I 8x12 | 12x13 1 12x16 14x18 2 i/ 2 xl0 Girders to have a 12 9x12 12x14 I 12x18 16x18 3 xlO bearing at each end 14 |10x12 |12x15 |14x18 3 xl2 and joists six inches. Table showing quantity of lumber in every four lineal feet of partition, studs being placed 16 centers, waste included: Height of partition. Feet. Quantity of Studs 2x4. Feet. 1 If 2x6. Feet. 8 20 30 9 23 34 10 26 38 11 29 42 12 32 46 13 35 51 14 38 55 15 41 59 16 44 64 Table as before, adapted for churches, public halls, etc. Distance apart. Span of Girders. Joists. Remarks. 6 Ft. 8 Ft. 10 Ft. 12 Ft. Feet Inches Inches Inches Inches Inches 12 6x10 8x12 12x14 12x16 2 x 8 13 6x11 9x12 11x15 12x17 2 x 9 14 6x12 10x12 12x15 11x18 2 x 9 Bearings of girders 15 7x12 11x12 11x16 12x16 2 xlO and joists as above. 16 8x12 12x12 12x16 13x18 2 xlO 17 8x12 9x14 12x17 14x18 2 xl2 18 • 9x12 10x14 11x18 2 xl2 19 9x12 11x14 12x18 2%xl2 20 10x12 12x14 13x18 2V 3 x12 Both tables are calcu- 21 10x12 11x15 14x18 214x12 lated for yellow pine 22 11x12 12x15 3 9. 23 11x12 11x16 3 24 10x12 12x16 3 xl 3 25 10x13 12x17 3 xl3 26 10x14 12x18 xl 4 27 10x14 12x18 3 xl4 30 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1705. 1Y2 inches wide, 40c per lineal foot; 2 inches wide, 60c per lineal foot; 2% inches wide, 80c per lineal foot, fin¬ ished in rustless black and fit¬ ted to plans. No. 1704. Rolled steel facing, 2 % inches wide, 80c per lineal foot; 3% inches wide, $1.00 per lineal foot, all fit¬ ted complete for erection. No. 1706. Extra heavy high relief ornamental steel molding; 3 inches wide, $1.00 per lineal foot. These moldings are not made of a light stamped sheet metal, but of Vs inch to Vi inch solid steel. 31 SPOKANE ORNAMENTAL IRON & WIRE WORKS The time is coming, and has already come, when the practical builder is suspending all lighter wood work on the exterior of buildings and especially railings, where exposed to all kinds of weather. A few designs of which are shown on the following pages, all made in a neat and substantial manner. No. 402. 32 inches high, $2.40 per lineal foot. No. 403. 32 inches high, $2.40 per lineal foot. No. 405. 32 inches high, $1.20 per lineal foot. No. 406. 32 inches high, $1.60 per lineal foot. For interior finish the usual iron hand rail can be substituted for 2-inch polished brass hand rail at an advance of 80 cents per lineal foot. — TABLE OF TRANSMISSION OF POWER BY WIRE ROPES. Showing necessary size and speed of wheels and rope to obtain any desired amount of power. (Roebling.) Diam. of Wh'l in ft No. of Revolu¬ tions. Diam. of Rope. Horse Power. Diam. of Wh’l in ft No. of Revolu¬ tions. Diam. of Rope. Horse Power. 4 80 % 3.3 10 80 11-16 58.4 100 % 4.1 100 11-16 73. 120 5. 120 11-16 87.6 140 5.8 140 11-16 102.2 5 80 7-16 6.9 11 80 11-16 75.5 100 7-16 8.6 100 11-16 94.4 120 7-16 10.3 120 11-16 113.3 140 7-16 12.1 140 11-16 132.1 6 80 y 2 10.7 12 80 % 99.3 100 % 13.4 100 % 124.1 120 % 16.1 120 % 148.9 140 y 2 18.7 140 % 173.7 7 80 9-16 16.9 13 80 % 122.6 100 9-16 21.1 100 % 153.2 120 9-16 25.3 120 % 183.9 8 80 % 22. 14 80 % 148. 100 % 27.5 100 % 185. 120 % 33. 120 % 222. 0 80 % 41.5 15 80 % 217. 100 % 51.9 100 % 259. 120 % 62.2 120 % 300. 32 SPOKANE ORNAMENTAL IRON & WIRE WORKS. J No. 402 No. 406 33 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 407. 32 inches high, $3.00 per lineal foot. No. 408. 32 inches high, $2.00 per lineal foot. No. 409. 32 inches high, $2.80 per lineal foot. Sizes of material are % by 3-16 inch and 1 inch standard size pipe posts and rails. WEIGHT OF SQUARE CAST IRON PER FOOT. Size. Weight. Size. Weight. Inches Inches square. Pounds. square. Pounds. % .78 4 50. % 1.22 4% 53.14 % 1.75 4 V* 56.44 % 2.39 4 % 59.81 i 3.12 4V 2 63.28 1 Vs 3.95 4% 66.84 IV* 4.88 4% 70.50 1% 5.90 4% 74.26 1 V 2 7.03 5 78.12 1% 8.25 5% 82.08 1 % 9.57 514 86.13 1 % 10.98 5% 90.28 2 12.50 5% 94.53 2 Vs 14.11 5% 98.87 2 V* 15.81 5% 103.32 2% 17.62 5% 107.86 2 Vi 19.53 6 112.50 2% 21.53 6 Vi 122.08 2% 23.63 6 l/ 2 132.03 2% 25.83 6% 142.38 3 28.12 7 153.12 3% 30.51 TV* 164.25 3y* 33. TVt 175.78 3% 35.59 7% 187.68 3% 38.28 8 200.12 3% 41.06 8V4 212.56 3% 43.04 8V 2 225.78 3% 46.92 8% 239.25 9 253.12 34 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 407 No. 409 35 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 410. 32 inches hight, $3.20 per lineal foot. No. 411. Extra heavy altar railing with polished hard wood top, $4.00 per lineal foot. No. 412. $5.00 per lineal foot. All these railings are of first class workmanship and finish and can be furnished with brass or bronze hand rails at a slight advance. Special designs submitted. WEIGHT OF ROUND CAST IRON PER FOOT. Size. Weight. Size. . W eight. Inches Inches Diam. Pounds. Diam. Pounds. y 2 .61 4% 41.66 % .95 4% 44.27 % 1.38 4% 46.97 % 1.87 41/2 49 70 i 2.45 •4% 52.50 1 Vs 3.10 4% 55.37 iy 4 3.83 4% 58.32 i% 4.64 5 61.35 i% 5.52 5 Vs 64.46 i% 6.48 51/4 67.64 i% 7.51 5% 70.09 i % 8.62 5 V 2 74.24 2 9.81 5% 77.65 2 Vs 11.08 5% 91.14 2 V* 12.42 5% 84.71 2 % 13.84 6 88.35 2 Vo 15.33 cy 4 95.87 2% 16.91 6% 103.69 2 % 18.56 6% 111.82 2% 20.28 7 120.26 3 22.18 7 Vk 129. 3 Vs 23.90 7 Vo 138.05 3% 25.92 7% 147.41 3% 27.95 8 157 08 3 Vz 30.16 8 !4 167.05 3% 32.25 8 y 2 177.19 .3% 34.51 8% 187.91 3 % 30.85 0 198.79 4 39.27 91/4 210. 36 SPOKANE ORNAMENTAL IRON & WIRE WORKS. --- ' -- No. 410 l No. 411 37 SPOKANE ORNAMENTAL IRON & WIRE WORKS. The following eight pages are devoted to metal bank and office railings in iron, bronze or plated finishes of any kind and we will be pleased to submit special designs to suit place and surroundings free of charge if desired. No. 125. Heavy cast iron ornamental frame and wrought iron grille work, 3 feet 6 inches high, $16.00 per lineal foot. Wick¬ ets with sign, $10.00 extra and figured in the rail. No. 126. 3 feet and 6 inches high, with crystalline bevel plate glass, $12.00 per lineal foot. Wicket and sign $6.00 extra and must be measured in the rail. No. 127. 3 feet and 6 inches high, with double strength crystal¬ line base, $6.00 per lineal foot. Wicket and sign, $4.00 extra, which must also be measured in the rail. All the above prices are based on our rustless black velvet finish and electroplated or solid bronze fixtures upon special quota¬ tions. WEIGHTS OF A CUBIC FOOT OF EARTH, STONE, METAL, ETC. Article. Lbs. Alcohol . 49 Ash Wood . 53 Bay Wood . 51 Brass, gun metal . 543 Brandy . 58 Beer . 65 Blood . 66 Brick, common . 102 Cork . 15 Cedar . 35 Copper, cast . 547 Copper, plates .543 Clay . k . 120 Coal, Lehigh . 56 Ccal, Lackawanna . 50 Cider . 64 Chestnut . 38 Ebony . 83 Earth, loose . 94 Glass, window . 165 Gold .1,203% Hickory, pig nut . 49 Hickory, shell-bark . 43 Hay, bale . 9 Hay, pressed . 25 Honey . 90 Iron, cast . . . ..450 Iron, plates . 481 Iron, wrought bars.486 Ice .57% Lignum Yitse Wood . 83 Jjogvrooa 57 Article. Lbs. Lead, cast . ....709 Lead, rolled. ...711 Milk . ... 64 Maple. ,... 47 Mortar. ... 110 Mud . ....102 Marble, Italian . ... 169 Marble, Vermont. ... 165 Mahogany . , . .. 66 Oak, Canadian. . . . . 54 Oak, live, seasoned . . . . ... 67 Oak, white, drv. ... 54 Oil, linseed . ... 59 Pine, yellow. ... 34 Pine, white . . . . . 34 Pine, red . . . . . 37 Pine, well seasoned.... . . . . 30 Platina. . .1,219 Red Hickory . . . .. 52 Silver . . .625% Steel, plates. • .487% Steel, soft . ....489 Stone, common, about. ....158 Sand, wet, about. . ... 123 Spruce . , .... 31 Tin . Tar . .... 63 AHnegar . . . . 67 Water, salt . .... 64 Water, rain . .... 62 Willow .. . . .. 36 Zinc, cast . .. . . . .423 38 No. 127 39 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 128. 3 feet or 3 feet and 6 inches high, double strength crystalline base. 3 feet high, $8.00 per lineal foot. 3 feet 6 inches high, $9.00 per lineal foot. Wicket and sign, $8.00 extra and must be measured in the rail. No. 114. Flat steel grille work on double strength crystalline glass base and tubular posts. 3 feet high, $5.00 per lineal foot; 3 feet 6 inches high, $6]00 per lineal foot. Wicket and sign $6.00 extra, and must be measured in the rail. No. 129. Square picket and scroll design, 2 feet high, $2.00 per lineal foot; 2 feet 6 inches high, $2.40 per lineal foot. Wicket and sign $6.00 extra, and measured in the rail. This rail can he filled with glass to any desired height at a slight advance and is, though plain and inexpensive, a neat and substantial fixture. All prices are based on black finish. For close estimates send plan of work required and finish. HOW TO MIX PAINTS FOR TINTS. Red and Black makes. Brown Lake and White makes.Rose White and Brown makes.Chestnut White, Blue and Lake makes.Purple Blue and Lead Color makes.Pearl White and Carmine makes.Pink Indigo and Lamp-Black makes.Silver Gray White and Lamp-Black makes.Lead Color Black and Venetian Red makes.Chocolate White and Green makes.Bright Green Purple and White makes.French White Light Green and Black makes.Dark Green White and Green makes....Pea Green White and Emerald Green makes.Brilliant Green Red and Yellow makes.Orange White and Yellow makes.Straw Color White, Blue and Black makes.Pearl Gray White, Lake and Vermillion makes.Flesh Color Umber, White and Venetian Red makes...Drab White, Yellow and Venetian Red makes.Cream Red, Blue, Black and Red makes.Olive Yellow, White and a little Venetian Red makes.Buff NUMBER OF NAILS REQUIRED IN CARPENTER WORK. To case and hang one door, 1 lb. To case and hang one window, % lb. Base, 100 lineal feet, 1 lb. To put on rafters, joists, etc., 3 lhs. to 1,000 feet To put up studding, same. To lay a 6-inch pine floor, 15 lhs. to 1,000 feet. 40 SPOKANE ORNAMENTAL IRON & WIRE WORKS'. No. 114 No. 129 41 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Nos. Ill and 112 Rail, 121, 122 and 102 are five designs in Bes¬ semer steel, very suitable for cashier offices and desk rails. Nos. Ill and 112. 30 to 42 inches high, $1.60 per square foot. No. 121. Same heights, $1.60 per square foot. No. 122. Same heights, $1.20 per square foot. No. 102. 18 to 36 inches high, 80c per square foot. Wickets $5.00 each and must be measured in the rail. Cashier signs in bronze letter on iron back, $5.00 each. All of the above prices are based on black finish. DEGREES OF HEAT AND COLD REQUIRED TO FREEZE, MELT AND BOIL THE FOLLOWING SUBSTANCES. Degrees of Heat Above Zero at Which the Following Articles Melt. Cast Iron . 3,500 Glass . 2,400 Copper . 2,160 Gold . 1,983 Brass. 1.900 Silver . 1,850 Antimony . 950 Zinc. 780 Lead . 590 Bismuth . 476 Tin .'. 420 Gutta Percha . 150 Lard . 96 Ice . 35 Number of Cubic Feet in a Ton (Avoirdupois) of Different Materials. —Cast Iron, 4.98, Wrought Iron 4.59, Bar Iron 4.69, Steel (soft) 4.57, Steel (hard) 4.59, Copper (sheet) 4.62, Copper (cast) 4.04, Brass 4.17, Lead 3.15, Tin (cast) 4.91, Zinc (cast) 4.98, Granite 13.514, Marble 13.343, Paving Stone 14.83, Mill¬ stone 14.42, Grindstone 17, Common Stone 14.22, Fire Brick 16.284, Brick (mean) 21.961, Anthracite Coal 21.284 and 24.958, Cannel Coal 23.609, Cotton Bale (mean) 154.48, Pressed (ditto) from 89.6 to 1.14, Hay (bale) 23.517, Bale (mean) 154.48, Hay (pressed) 89.6, Clay 158.69, Common Soil 16,335, Mud 21.987. Loose Sand 23.893, Earth with Gravel 16,742, India Rubber 39.69, Plaster of Paris 21.3, Glass 12.44, Ice 38.58, Chalk (British) 17.92, Tallow 38, Oil 39, Fresh Water 35.84, Salt Water 34,931. 43 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 121 No. 122 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Four designs of Bessemer steel grille work, highly finished and with flat or channel iron frames, to be set into wood work; 18 to 36 inches high. No. 130. $1.60 per square foot. No. 131. $2.00 per square foot. No. 132. $1.40 per square foot. No. 133. $1.20 per square foot. (All in black finish.) In brass or electroplated finish at a slight advance. No. 134. Currency guard with plate glass shelf, prices according to size and finish. BOARD AND PLANK MEASUREMENT AT SIGHT. This table gives the square feet and inches in board from 6 to 15 inches wide, and from 8 to 36 feet long. If a board be longer than 36 feet unite two numbers. Thus, if sr board is 40 feet long and 16 inches wide, add 30 and 10 and you have 53 feet 4 inches. For 2-inch plank double the product. 6 in. 7 in. 1 8 in. 9 in. 10 in. W. W. 1 W. W. W. ijong. ft. in. | ft. in. |f t. in. | f t. in. I ft. in. 8. 4 0| 4 8| 5 4| 6 0| 6 8 9. 4 6| 5 3 1 6 Oj 6 9| 7 6 10. 5 0| 5 10| 6 8| 7 6l 8 4 11. 5 6| 6 51 7 4| 8 3| 9 2 12. 6 0| 7 0| 8 01 9 ojio 0 13. 6 6 j 7 71 8 81 9 9 1 10 10 14 . 7 0| 8 2| 9 4 1 10 6 1 11 8 15. 7 61 8 9110 ojn 3 1 1 2 6 16. 8 0| 9 4|1Q 8|12 011 3 4 17. 8 61 9 lllll 4112 9114 2 18. 9 0|10 6 n 2 0113 6 1 15 0 19. 9 Gill 1112 8|14 3115 10 20. 10 0|11 8113 4|15 0|16 8 21. 10 6112 3114 0115 9 1 17 6 22. 11 0|12 10114 8116 6118 4 11 6 j 13 5|15 4117 3119 2 24. 12 Ojl 4 0116 0118 0|20 0 12 6| 14 7116 8118 9120 10 26. 13 0|1 5 2117 4|19 6|21 8 27. 13 6|15 9118 0120 3122 6 28. 14 0|1 6 4118 8|21 0 j 23 4 29. 14 6116 11 1 19 4|21 9 1 2 4 2 30. 15 0|17 6120 0122 6|25 0 31. 1 5 6118 1 120 8123 3125 10 32. 16 011 8 8121 4124 0|26 8 33. 16 6|19 3122 0124 9127 6 34. 17 0|19 10122 8125 6128 4 35. 17 6120 5123 4|26 3129 o 36. 18 0 j 21 0|24 0|27 0|30 0 (Continued on page 46) 44 4 No. 134 45 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 135. Wire office enclosure, very suitable for combination offices, can easily be remodeled to suit when changing locations and lasts a life time. Lower floor rail 3 feet high, $1.20 per lineal foot. Higher rail, made of finer mesh, 60c per square foot. O. G. ends, $2.00 each. Gates with good lock, $7.50 each, and to be measured in the rail. All painted any desired color and trimmed with gold bronze or finished in black. No. 136. Floor rail, 3 feet high, $1.60 per lineal foot. Gates, $5.00 extra, and are measured in the rail. No. 101. Channel frame desk rail, 15 to 36 inches high. 15 to 24 inches high, 80c per square foot. 24 to 36 inches high, 60c per square foot. Wings, $1.00. Openings, $1.00. Gates, $4.00 extra each. No. 100. Round frame desk railing, 15 to 36 inches high, 50c per square foot. Openings, 75c, with gate, $1.80, wings, 80c each, and are measured in the rail. No. 137. Standard wire cage work, in one-inch channel frame, 1 % inch mesh, No. 10 wire, with swing or sliding door, 6 to 7 feet high, 60c per square foot. Gates, $7.50 each, and are measured in the rail. BOARD AND PLANK MEASUREMENT AT SIGHT. Feet Long. 11 in. W. 12 in. W. 13 in. W. 14 in. W. 15 in. W. ft. in. ft. in. ft. in. ft. in. ft. in. 8. 7 4 8 0 8 8 9 4 10 0 9. 8 3 9 0 9 9 10 6 11 3 10. 9 2 10 0 10 10 11 8 12 6 11. 10 1 11 0 11 11 12 10 12 9 12. 11 0 12 0 13 0 14 0 15 0 13. 11 11 13 0 14 1 15 2 16 3 14. 12 10 14 0 15 2 16 4 17 6 13 9 15 0 16 3 17 6 18 9 14 8 16 0 17 4 18 8 20 0 17. 15 7 17 0 18 5 19 10 21 3 18. 16 6 18 0 19 6 21 0 22 6 19. 17 5 19 0 20 7 22 2 23 9 20. 18 4 20 0 21 8 23 4 25 0 21. 19 3 21 0 22 9 24 6 26 3 22. 20 2 22 0 23 10 25 8 27 6 23. 21 1 23 0 24 11 26 10 28 9 24. 22 0 24 0 26 0 28 0 30 0 25. 22 11 25 0 27 1 29 2 31 3 26. 23 10 26 0 28 2 30 4 32 6 27. 24 9 27 o 29 3 31 6 33 9 28. 25 8 28 0 30 4 32 8 35 0 29. 26 7 29 0 31 5 33 10 36 3 30. 27 6 30 0 32 6 35 0 37 6 31. 28 5 31 0 33 7 36 2 38 9 32. 29 4 32 0 34 8 37 4 40 0 33. 30 3 33 0 35 9 38 6 41 3 34. 31 2|34 0 36 10 39 8 42 6 35. 32 1135 0 37 11 40 10 43 9 36. 33 013 6 0 39 0 42 0 45 0 46 SPOKANE ORNAMENTAL IRON & WIRE WORKS. N No. 135 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 138. Standard bank cage work, square mesh Bessemer steel top; 7 feet high, 80c per square foot, in black finish. Sliding gates, with best double anti-friction hangers, self-closing and Yale locks, $10.00 each, and measured in the railing. No. 1213. Wicket, standard size, 18 by 27 inches, in iron, brass or electroplated finish, with flat key lock, in black finish, $16.00. No. 1206. $10.00. No. 1207. $12.00. No. 1209. $20.00. HORSE POWER OF TRANSMISSION ROPE AT VARIOUS SPEEDS. We give herewith a table of the horse-power of driving ropes, and the diameter of pulleys that should be used for this purpose. The table takes into consideration the effects of the centrifugal force, so that the strain on the rope is constant on the driving side in transmitting the tubular power, no matter’ what the speed may be. We are aware that many engineers recommend a much larger horse-power than is given in this table, but we believe the estimates here given are advisable except in temporary installa¬ tions. Diameter of Rope. Speed of the Rope in Feet per Minute. Smallest Diameter of Pulleys in inches 1,500 2,000 2,500 3,000 3.500 4,000 Mi. 1.45 1.9 2.3 2.7 3. 3.2 20 %. 2.3 3.2 3.6 4.2 4.6 5.0 25 %. 3.3 4.3 5.2 5.8 6.7 7.2 30 %. 4.5 5.9 7.0 8.2 9.1 9.8 36 l . 5.8 7.7 9.2 10.7 11.9 12.8 42 i % . 9.2 < 12.1 14.3 16.8 18.6 20.0 54 i %. 13.1 17.4 20.7 23.1 26.8 28.8 60 l %. 18. 23.7 28.2 32.8 36.4 39.2 72 2. 23.1 30.8 36.8 42.8 47.6 51.2 84 Diameter Speed of the Rope in Feet Smallest Diameter of Rope. * per Minute. 4,500 5,000 6,000 7,000 8,000 in inches. Mi. .1 3.4 3.4 3.1 2.2 0 20 %. 5.3 5.3 4.9 3.4 0 25 % . 7.7 7.7 7.1 4.9 0 30 %. 10.8 10.7 9.3 6.9 0 36 l . 13.6 13,7 12.5 8.8 0 42 i % . 21.2 21.4 19.5 13.8 0 54 l %. 30.6 30.8 28.2 19.8 0 60 i %. 41.5 41.8 37.4 27.6 0 72 2. 54.4 54.8 50. 35.2 0 84 For a temporary installation when the rope is not to be long in use, it might be advisable to increase the work to double that given in the table. 48 SPOKANE ORNAMENTAL IRON & WIRE WORKS. SPOKANE ORNAMENTAL IRON & WIRE WORKS. V/icket No. 1214. $12.00. No. 1215. $8.00 each. No. 1216. Stationary, $0.00 each. Wing No. 1217. Standard size, 18 by 30 inches, $12.00. Transmission and Hoisting Ropes with Nineteen Strand — Iron. Wires to the Trade No. Circumference in inches. Diameter. Weight per ft. in lbs. of rope with Hemp Cen. Breaking strain in tons of 2,000 lbs. Proper work¬ load in tons of 2,000 lbs. Circumference of Hemp rope of equal strength. Min. size of drum or sheave in ft. i 0% 2% 7.80 74 15 151/2 8 2 6 2 0.02 65 13 141/2 7 3 5% 1% 5.08 54 11 13 6 V» 4 5 1% 4.10 44 9 12 5 5 4% 1V 2 3.10 35 7 10% 4M. 6 4 1% 2.44 27 5V 2 9% 4 7 3V 2 1 Vs 1.95 20 4 8 3V 2 8 3% 1 1.50 16 3 7 3 9 2% % 1.14 11 y 2 2 V 2 6 2% 10 2% % 0.83 8.64 1% 5 2 V, 10% 2 % 0.65 5.13 1% 4% 2 10 1/2 1 % 9-10 0.44 4.27 % 4 1% 10% 1 % V* 0.35 3.48 y 2 3% 1% STRENGTH OF MANILA AND HEMP ROPES. The strength of rope is very irregular, much depending on the quality of the fibre used and the solidity in which the rope is put together. For instance, 3% inch circumference soft-laid rope will nor measure over 3-inch circumference hard-laid. Our tests of the various makes of rope, from the manila fibre show about the following average maximum strength: 3 inch circumference soft-laid.7,300 lbs 3 inch circumference medium-laid. . . .8.000 lbs. 3 inch circumference hard-laid.9,000 lbs. 50 SPOKANE ORNAMENTAL IRON & WIRE WORKS. L ? n j i l i! I i .I 1 No. 1216 51 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Wing No. 1218. $10.00. No. 1219. $10.00. No. 1220. $4.00. No. 1750. Shows a collapsing elevator gate, substantially built in wrought steel; full width of opening can be utilized and we make various styles and weights. Prices on application. WEIGHT OF IRON PER FOOT. Round. Square. Flat. Size. Weight. Size. Weight. Size. Weight. 14 .163 % .208 1 x!4 .833 % .368 % .468 iy**Vi .937 % .654 y 2 .833 1 Vi X '4 1.04 % 1.02 % 1.30 l%x% 1.14 % 1.47 % 1.87 114x14- 1.25 % 2.00 7 /s 2.55 1 % x 14 1.45 i 2.61 1 3.33 2 xV, 1.66 iy* 3.31 iy 8 4.21 2 Vi X1/4 1.87 4.09 114 5.20 2y 2 xy 4 2.08 i% 4.95 1 % 6.30 2%xy 4 2.29 i% 5.89 1 % 7.50 3 xVi 2.50 i% 6.91 1 % 8.80 3 1/4 x 14 2.70 i% 8.01 1 % 10.20 3y 2 xy t 2.91 1 Va 9.20 1 % ~ 11.71 3 % x 14 3.12 2 10.47 2 13.33 4 x 14 3.33 2Vh 11.82 2 Vs 15.05 414 x 14 3.75 2 Vi 13.25 2 Vi 16.87 5 x!4 4.17 2 % 14.76 2V 2 20.80 6 xi4 5.00 2i/ 2 16.36 8% 25.20 1 X% 1.25 2% 19.79 3 30.00 iy 8 x% 1.40 3 23.56 3y s 32.55 iy4x% 1.56 3% 25.56 3 % 35.20 l%x% 1.71 3 Vi 27.65 3 % 37.96 1 V-x% 1.87 3% 29.82 3 Vo 40.80 1 %X% 2.18 3 % 32.07 3% 46.87 2 x% 2.50 3% 36.81 4 53.33 2 14 x % 2.81 4 41.88 414 60.20 2%x% 3.12 4l/s 44.54 414 67.50 2%x% 3.43 4 Vi 47.28 4% 75.20 3 x% 3.75 4 % 50.11 5 83.33 3%x% 4.37 4 V, 53.01 514 93.20 4 x% 5.00 4% 59.06 5 14 102.20 5 x% 6.25 5 65.45 6 112.20 6 x% 7.50 5 (4 73.02 1 fifi 5 y> 80.03 116x14 1 ft7 5 % 87.08 2 Oft 6 95.06 1 %xVo 9 29 6 % 112.02 114x14 2.50 (Continued on page 54) 52 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1220 No. 1750 53 SPOKANE ORNAMENTAL IRON & WIRE WORKS. WEIGHT OF IRON PER FOOT — Continued. Flat. Flat. Size. Weight. Size. Weight. 1 % xV4 2.91 4V 2 x % 11.25 2 x i/5 3.33 5 x % 12.50 2y 4 xv 2 3.74 5 y 2 x % 13.75 2 y 2 x% 4.16 6 x % 15.00 2 % x y. 4.58 1 x % 2.91 3 xi/ 2 5.00 l%x % 3.28 3%x% 5.83 iy 4 x % 3.6 4 x VL> 6.66 1 % X % 4.01 5 x y 2 8.33 iy 2 x % 4.37 6 x% 10.00 1 %X % 5.10 1 x% 2.08 2 x % 5.83 iy s x% 2.34 2 l 4 ,x % 6.56 1 V4 x % 2.60 2y.x V s 7.29 1 %X% 2.86 2 % x % 8.02 1 % X % 3.12 3 x Vs 8.75 1%X% 3.64 3 y> x % 10.20 2 x% 4.16 4 x Vs 11.66 2%x% 4.68 4y 2 x Vs 13.12 2%x% 5.20 5 x % 14.58 2%x% 5.72 5%x % 16.04 3 x% 6.25 6 x % 1 7.50 3y 2 x5/ s 7.29 l^sxl 3.75 4 x% 8.33 l%xl 4.16 5 x% 10.41 l%xl 4.5 6 X 5/ s 12.50 114x1 5.00 1 X% 2.50 l%xl 5.83 iy s x% 2.81 2 xl 6.66 1 V 4 xV 4 3.12 2i/ 4 xl 7.50 1%X% 3.43 2 V 2 xl 8.33 iy.x% 3.75 2 % xl 9.16 1%X% 4.37 3 xl 10.CO 2 x% 5.00 3y>xl 11.66 2y 4 x% 5.62 4 xl 13.33 2y 2 x% 6.25 4%xl. 15.00 2%x% 6.87 5 xl 16.66 3 x% 7.50 5 y> xi 18.33 3%x% 8.75 6 xl 20.00 4 x% 10.00 614x1 21.66 LENGTH AND NUMBER OF TACKS TO THE POUND. Title Length No. per lb. Title Length No. per lb. 1 oz. 1 Vs in. 16,000 1 10 oz. 11-16 in. 1,600 i v£ oz. | 3-16 in. 10,666 12 oz. 9i in. 1,333 2 oz. Vi in. 8,000 14 oz. 13-16 in. 1,143 2y> oz. I 5-1 6 in. 6.400 16 oz. Vs in. 1.000 3 oz. % in. 5,333 18 oz. 15-16 in. 888 4 oz. I 7-16 in. 4,000 20 oz. 1 in. 800 6 oz. 1 9-16 in. 2,666 I 22 oz. 11-16 in. 727 8 oz. 1 % in. 2,000 24 oz. 1 V 2 in. 666 54 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1751. Ornamental fold¬ ing gate of close steel lattice work for drive¬ ways. For prices, send size of opening and height required. No. 1752. Folding store en- entrance or bank gate; a good protection. Prices on receipt of meas¬ ures. 55 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1304. Heavy body brass sign, with raised or etched letters; a very bright and attractive business card. No. 1305. Ornamental cast bronze signs, tablets and memorials; any style and finish made to order, from special designs, full or half chased. Sketches submitted if desired. No. 1306. Wrought iron bracket day and night sign; a good, in¬ expensive sign. Prices, complete for erection, from $10.00 up. Send size of sign required and inscription for estimates. AVERAGE NUMBER OF WASHEKS IN A KEG OF 200 POUNDS OF EACH STANDARD SIZE. Diameter. Size of Hole. Thickness Wire Guage. Size of Bolt. No. in 200 lbs. % % No. 18 3-16 91.000 % 5-16 No. 16 14 43,000 * % 5-16 No. 16 y 4 27,600 7 /s % No. 16 5-16 22,500 1 7-16 No. 14 % 13,600 1% 14 No. 14 7-16 8,600 1% 9-16 No. 12 14 5,200 1% % No. 12 9-16 4,500 1% 11-16 No. 10 % 2,600 2 13-16 No. 10 % 2.020 2 % 15-16 No. 9 % 1.720 2 % 1 1-16 No. 9 1 1,250 2 % 1 14 No. 9 1 % 1,040 3 1 % No. 9 114 800 3% 1% No. 9 1 % 560 TEMPERING STEEL. Color. Purpose. Tern. 1 Alloy whose (fusing point jis same tern. Light straw. . Turning tools for metal. . Deg. Fah. 430 | tin. lead. I 1 to 1% Dark straw. . . Wood tools, taps and dies 470 I 1 to 214 Brown vellow. Hatchets, chip’g chisels . 500 I 1 to 4% Park purple. . Springs, etc.. 550 1 1 to 12 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1304 No. 1305 57 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1307 and 1308. Artistic iron signs with trade emblems in various finishes, lettering in gold leaf, cast bronze or solid brass. Prices upon receipt of descriptions. WEIGHT OF BRASS, COPPER, STEEL, PLATE IRON WROUGHT IRON PIPE, ETC. Brass. Copper. Diameter and Side of Square. 1 |Weight of | Round. I 1 Weight of Weight of | Square. | Round. 1 1 Weight of Square. Inches. Lbs. Lbs. Lbs. Lbs. v,. .17 .22 .19 .24 %.. .39 .50 .42 .54 y 2 . .70 .90 .75 .96 %. 1.10 1.40 1.17 1.50 %. 1.59 2.02 1.69 2.16 Vs . 2.16 2.75 2.31 2.94 i. 2.83 3.60 3.02 3.84 l Vs. 3.58 4.56 3.82 4.86 1 v 4 . 4.42 5.63 4.71 6. 1%. 5.35 '6.81 5.71 7.27 i y> . 6.36 8.10 6.79 8.65 i % . 7.47 9.51 7.94 10.15 i %. 8.66 11.03 9.21 11.77 l T /s. 9.95 12.66 10.61 13.53 2 11.32 14.41 12.08 15.38 2%. 12.78 16.27 13.64 17.36 2 V, . 14.32 18.24 15.29 19.47 2 % . 15.96 20.32 17.03 21.69 2 V.. 17.68 22.53 18.87 24713 2 % . 19.50 24.83 20.81 26.50 2 . 21.40 2 7 95 99. 84 °0 OH 2 %. 23.39 29.78 24.92 31.79 3. 25.47 32.43 27.18 34.61 (Continued on page 60) 58 SPOKANE ORNAMENTAL IRON & WIRE WORKS. 59 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1309. Illuminated sign with art glass center, ornamental iron border. You cannot miss this sign, even if you try. Let us submit a sketch for your business entrance. No. 1310. Wire signs, banners and sign arms, any size and finish. Write us. ✓ WEIGHT OF BRASS, COPPER, STEEL, PLATE IRON, WROUGHT IRON PIPE, ETC. — Continued. Steel. • Lead. Diameter and Side of Square. 1 Weight of|Weight of Round. | Square. 1 Weight of Round. Weight of Square. Inches. Lbs. Lbs. Lbs. Lbs. 1,4 . .17 .21 % . .17 .48 14 . .67 .«5 % . 1.04 1.33 % . 1.50 1.91 1/2 . 2.05 2.61 1 . 2.67 3.40 3.87 4.95 1 14 . 3.38 4.34 4.90 6.23 1% . 4.18 5.32 6.06 7.71 1% . 5.06 6.44 7.33 9.33 1 V, . 6.02 7.67 8.72 11.11 1 % . 7.07 9. 10.24 13.04 1 % . 8.20 10.14 11.87 15.12 1% . 9.41 11.98 13.63 17.36 2 . 10.71 13.63 15.51 19.75 2 % . 12.05 15.80 17.51 22.29 2 V, . 13.51 17.20 19.63 25. 2% . 15.05 19.17 21.80 27.80 2V> .... 16.68 21.21 24.24 30.86 2-% 18.39 23.41 26.72 34.0? 2% . 20.18 25.70 29.33 ! 37.34 2 % .. 22.06 28.10 32.05 1 40.81 3 .•. 24.23 30.60 1 34.90 44.44 1 (Continued on page 62) 00 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1309 No. 1310 61 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1311. Wrought iron bracket with antique burned wood sign, any style lettering. Give size and inscription for estimates. No. 413. Ticket office guard rail, 4 feet 6 inches long, 3 feet high, 2 V 2 inch polished brass tubing. Per design, $48.00. With acorn ends, only $40.00, complete for erection. No. 414. Polished brass floor rail with gate, 2 inch brass tubing, $5.00 per lineal foot; gate, $6.00, and measured in the rail. We use expert brass fitters and finishers; that's why our brass • work looks so different than some others. WEIGHT OF BRASS, COPPER, STEEL, PLATE IRON, WROUGHT IRON PIPE, ETC. — Continued. Plate Iron. Flat Cast Iron. Wrought Iron Pipe. CC q . * »•§ jzt 5 Interior Weight t g. Iron. Size, Weight. Diameter, per -G S Inches. Foot. H e s Inches. Lbs. Vk .24 116 2.5 % 9.37 .42 Vs 5.0 % 14.06 % .56 316 7.5 y 2 18.75 % .85 % 10.0 % • 23.43 % 1.13 5-16 12.5 % 28.12 1 1.67 % 15.0 7 /s 32.18 l\i 2.26 7-16 17.5 1 37.50 1 1/4 2.69 7} 20.0 1 Mi 42.18 2 3.66 % 25.0 1 V 4 46.87 2 Vi 5.77 % 30.0 1 % 51.56 3 7.55 % 40.0 iy> 56.25 3 Vi 9.05 1 1 % 60.93 4 10.73 . . 1 % 65.62 4 Vi 12.49 . 1 % 70.31 5 14.56 . 2 75. 6 18.76 7 23 8 28. ! 62 > No. 1311 No. 413 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 415. Polished brass foot rail, 1% inch tubing, cast brass standards, $2.00 each; acorns, $1.40; rail, 80c per foot. No. 416. Choir or balcony rail, in polished brass or iron; stand¬ ards, 6 feet apart: IV 2 inch tubing, 24 inches high, $2.40 per lineal foot; 114 inch wrought iron pipe, $1.00 per lineal foot. No. 417 and 418. Window bars in iron, brass or nickel. Price according to size and finish. No. 419. Polished brass bracket foot rail of 2-inch tubing, brack¬ ets 6 feet apart, $1.80 per lineal foot. In 114 -inch wrought iron pipe with wrought iron brackets, $1.20 per lineal foot. We also furnish jointed brackets for bar foot rails. Table of Horse Power which may be transmitted by open Single Belts to Pulleys running 100 Revolutions per minute. The Diameters of the Driving and Driven Pulley being equal. The Horse Power of Double Belts is 10-7 of that given in the Table. Width of Belt in Inches Diameter of Pulley. 2 2y 2 3 3% 4 41/0 5 6 Inches. H P H P H P H P H P H P H P H P 6. .44 .54 .65 .76 .87 .98 1.09 1.31 6 y 2 . .47 .59 .71 .83 .95 1.07 1.19 1.42 7 . .51 .64 .76 .89 1.01 1.14 1.27 1.53 7 Ms. .55 .68 .82 .95 1.09 1.23 1.36 1.64 8 . .58 .73 .87 1.02 1.16 1.31 1.45 1.75 8 14. .62 .77 .93 1.08 1.24 1.39 1.55 1.86 9. .65 .82 .98 1.15 1.31 1.48 1.64 1.97 914. .69 .86 1.04 1.21 1.39 1.56 1.74 2.08 10 . .73 .91 1.09 1.27 1.45 1.63 1.81 2.18 11. .80 1. 1.2 1.4 1.6 1.8 2. 2.4 12 . .87 1.09 1.31 1.53 1.75 1.97 2 18 2.62 18. .95 1.18 1.42 1.65 1.89 2.12 2.36 2.83 1-1. 1.02 1.27 1.52 1.77 2.02 2.27 2.53 3.05 15. 1.09 1.36 1.64 1.91 2.19 2.46 2.73 3.29 16. 1.16 1.45 1.74 2.03 3.32 2.61 2.91 3.48 17.. . 1.24 1.55 1.85 2.16 2.47 2.78 3.09 3.70 18 . 1.31 1.64 1.96 2.29 2.62 2.95 3.27 3.92 19. 1.39 1.73 2.07 2.42 2.76 3.11 3.45 4.14 20. 1.45 1.82 2.18 2.55 2.91 3.27 3.64 4.36 21 . . ... . . . 1.52 1.91 2.29 2.67 3.05 3.44 3.82 4.58 22 1.6 2. 2.4 2.8 3.2 3.6 4. 4.8 ' oq * 1.67 2.09 2.51 2.93 3.35 3.75 4.18 5.02 (Continued on page 66) 64 SPOKANE ORNAMENTAL IRON & WIRE WORKS. T“ — XT'T No. 415 No. 417 No. 418 i No. 419 65 SPOKANE ORNAMENTAL IRON & WIRE WORKS. The following pages contain a few designs of substantial wrought iron and wire entrance gates for cemeteries, private grounds, residences and vaults. Special designs will be cheerfully sub¬ mitted upon information to suit. No. 1106. Double drive and walk gates, with genuine gold leaf lettered sign, can also be furnished with solid iron posts if desired. Double gate, 10 by 6 feet, $180.00. Single,^ 3 by 6 feet, $40.00. Double gates, 12 by 7 feet, $200.00. Single, by 7 feet, $44.00. Double gate, 14 by 7 feet, $240.00. Single, 4 by 7 feet, $50.00 each. No. 1107. Extra heavy No. 7 hard crimped wire gate, in strong channel frame, 3-inch pipe posts with heavy anchors and genu¬ ine gold leaf lettered sign. 8 feet by 3 feet 6 inches, $80.00; 10 feet by 4 feet, $90.00; 12 by 4 feet, $100.00; 14 by 4 feet, $110.00. Without arch and sign, $40.00 less. Gates only to hang to wood posts, $50.00 less. No. 1108. Double wrought iron gate, %-inch square bars. 8 by 4 feet, $80.00; 10 by 5 feet, $90.00; 12 by 6 feet, $100.00. All complete for erection. TABLE OF HORSE POWER OF SINGLE BELTS — Continued. Width of Belt in Inches Diameter of Pulle}'. 4 5 6 8 • 10 12 14 16 Inches. H P H P H P H P H P II P H P H P 24 . 3.5 4.4 5.2 7. 8.7 10.5 1 2.2 14. 25. 3.6 4.5 5.5 7.3 9.1 10.9 12.7 14.5 26. 3.8 4.7 5.7 7.6 9.5 11.3 13.2 15.1 27. 3.9 4.9 5.9 7.8 9.8 11.8 13.7 15.6 28. 4.1 5.1 6.1 8.1 10.2 12.2 14.3 16.3 29. 4.2 5.3 6.3 8.4 10.5 12.6 14.8 16.9 30. 4:4 5.4 6.6 8.7 10.9 13.1 15.3 17.4 31 . 4.5 5.6 6.8 9. 11.3 13.5 15.8 18. 32. 4.7 5.8 7. 9.3 11.6 14. 16.3 18.6 33. 4.8 6. 7.2 9.6 12 . 14.4 16.8 19.2 34. 4.9 6.2 7.4 9.9 12.4 14.8 17.8 19.8 35. 5.1 6.4 7.6 10.2 12.7 15.3 17.9 20.4 36 . 5.2 6.5 7.8 10.5 13.1 15.7 18.3 20.9 37. 3.4 6.7 8.1 10.8 13.5 16.2 18.9 21.5 38 . 5.5 6.9 8.3 11. 13.8 16.6 19.3 22.1 39 . 5.7 7.1 8.5 11.3 14.2 17. 19.9 22.7 40 . 5.8 7.3 8.7 11.6 14.6 17.5 20.4 23.3 42 . 6.1 7.6 9.2 12.2 15.3 18.2 21.4 24.3 44. 6.4 8. 9.6 12.8 16. 19.2 22.4 25.6 46 . 6.7 8.4 10. 13.4 16. 20.1 23.4 26.8 48. 7. 8.8 10.4 14. 17.4 21. 24.4 28. 50 . 7.2 9. 10.9 14.6 18.2 21.8 25.4 29. 54. 7.8 9.8 11.8 15.6 19.6 23.6 26.4 31.2 60. •8.8 10.8 13.1 17.4 21.8 26.2 30.6 34.8 66. 9.6 12. 14.4 19.2 24. 28.8 33.6 38.4 72. 10.4 13. 15.6 21. 26.2 31.4 36.6 41.8 78. 11.4 14.2 17. 22.6 28.4 34. 39.8 45.4 84. 12.2 15.2 19.4 24.4 30.6 36.4 42.8 48.6 66 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1107 67 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1109. Extra heavy wrought iron gates, 1 inch square bars. 8 by 6 feet, $100.00 per pair: 10 by 7 feet, $120.00 per pair; 12 by 7 feet 6 inches, $160.00 per pair, all complete for erection. No. 1110. A simple yet neat cemetery entrance, with wrought iron open letters, finished in genuine gold leaf and V 2 inch steel pickets. 8 by 4 feet, $100.00 each; 10 by 5 feet, $120.00; 12 by 6 feet, $130.00; 14 by 6 feet 6 inches, $150.00. Without arch and sign, $30.00 less. For stone or wood posts, $36 less. AVERAGE WEIGHT OF SQUARE HEAD MACHINE BOLTS Per 1000. Diameter. Length. 516 % 7-16 % % % % 1 1 y> . 6.8 10.6 15.0 23.9 40.5 70.0 1 % . 7.3 11.3 16.1 25.1 42.7 73.1 2 7.8 12.0 17.2 26.3 44.8 76.2 2 V 4 . 8 4 12.6 18.2 27.7 47.0 79.3 2 y>. 8.9 13.3 19.2 29.0 49.2 82.4 120.5 2 %. 9.5 14.0 20.2 30.4 51.4 85.5 124.7 10.0 14.7 21.2 31.8 53.5 88.7 128.9 185.6 31/,. 11.1 16.0 23.2 34.7 57.9 95.0 137.4 196.0 4. 12.2 1 7.4 25.2 37.5 62.3 101.2 145.8 207.0 4 1 / 2 . 13.2 18.7 27.2 40.2 66.7 107.5 159.2 218.0 14.3 20.0 29.1 43.0 71.0 113.7 167.7 229.0 51/,. 15.4 21.4 31.2 45.7 75.4 120.0 176.1 240.0 6. 16.5 22.8 33.1 48.4 79.8 126.2 184.6 251.0 c%. 17.6 24.1 35.1 51.2 84.1 132.5 193.0 262.0 7. 18.6 25.9 37.1 54.0 88.5 138.7 201.4 273.0 7 %. 19.7 27.7 39.1 56.7 92.9 145.0 209.9 2S4.0 8 . 20.8 29.5 41.0 59.4 97.2 151.2 218.3 295.0 9. 33 1 45.0 49.0 64.8 70.3 i n 11 7 240.2 257.1 317.0 339.0 10. 36.7 114.7 176^2 11. 40.4 53.0 75.8 123.5 188.7 1 273.9 360.0 12. 44.0 57.0 81.3 132.2 201.0 290.0 382.0 13. 86.7 140.7 1 213.4 1 307.7 404.0 14. .... 92.2 149.2 1 225.9 324.5 426.0 15. .... 97.7 157.6 236 3 341.0 448.0 16. 103.1 166.1 250.8 I 358.3 470.0 17. .... 108.6 174.6 I 263.2 1 375.2 492 0 18. 114.1 183.1 275.6 392.0 514.0 19. 119.5 191.5 288.1 I 408.9 536.0 20. Per inch .... .... 125.0 200.0 300.5 425.8 558.0 additional 2.2 3.6 4.0 5.5 8.5 12.4 16.9 22.0 68 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1109 SPOKANE ORNAMENTAL IRON & WIRE WORKS Vault gates in iron, bronze or steel, double or single. Designs submitted. No. 1111. Heavy sheet steel door well reinforced, with Yale lock, 3 by 7 feet, $50.00. No. 1112 and 1113. Double open picket gates, % inch square bars, for 4 feet 6 inches by 8 feet opening, $72.00 per pair. WEIGHT OF 100 COACH OR LAG SCREWS. Length, Inches. Diameter. % 7-16 & 1_ % 1 V„ .. 6.88 1 % . 7.50 11.75 16 88 2. 8.25 12.62 17 18 2%. 9.25 12.88 18 07 2 ‘/o. 9.62 13.28 19 18 10 82 1 6 62 22. 84 0 7 3 14. 11.50 18.18 24 85 88 4. . .. 13.31 18.88 26.82 39.25 64. 4 V,. 14.82 19.50 28.25 42.62 67.88 16.50 21.25 30.37 47.75 71.37 5 Vi. 17.37 23.56 33.88 51.62 79.37 6. 18.82 25.31 35.37 55.12 86.62 7. . 38.94 61.88 92.75 8. 44.37 68 75 Q7 50 9. 77 108 75 10. 90 ! 124Y5 70 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1111 71 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1114. Ornamental gate with monogram for private residences, banks, etc., in iron or bronze. Size, 5 feet -6 inches by 8 feet, $120.00, with bronze monogram in center of iron gate, $100.00. No. 1115. Plain but heavy entrance gate, with padlock. 4 by 7 feet, $60.00. STRAIGHT LINK COIL CHAIN. Size. Common Proof, Lbs. BP, Crane, Lbs. BBB Crane, Lbs. Av. IVt. per Ft., Lbs. 3-16 inch. 700 770 900 .5 14 inch. 1,200 1,320 1,500 .75 5-16 inch. 2,500 2,750 3,200 1.10 % inch. 3,500 3,850 4,425 1.55 7-16 inch. 4,800 5,280 6,100 2.00 !4 inch. 6,200 6,820 7,850 2.65 9-16 inch. 7,800 8,580 9,870 3.25 % inch. 9,600 10,560 12,150 4.2 11-16 inch. 11.500 12,650 14,550 5.0 % inch. 13,800 15,180 17,475 5.9 13-16 inch. 16,200 17,820 20.500 7.0 % inch. 18,800 20,680 23,780 8.0 15-16 inch. 21,500 23,650 27,200 9.0 1 inch . 24,600 27,100 31,200 10.0 1 14 inch. 29,500 32,450 37,300 12.5 114 inch. 36,500 40.150 46,175 16.0 1 % inch. 44,000 48,400 55,660 19.0 1 % inch. 52,500 57,750 66,400 21.0 1 % inch. 61,700 67,870 78,050 25.0 72 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1114 73 SPOKANE ORNAMENTAL IRON & WIRE WORKS. After many years of experience in the fence business we are warranted in saying that it is only a man’s folly to use any¬ thing than ir >11 in the construction of fences. We have en¬ deavored to select a number of choice patterns, made entirely of wrought steel pickets and wire and at a scale of prices which will substantiate the above fully, taking lasting qualities into consideration. When writing for prices, give number of fence, length, height, size and number of gates and slopes, if any; also location of gates, when ordering, and state whether plain or ornamental top is desired. All fences are painted black unless otherwise ordered. Our standard post No. 1175 or 1177 are included in the price, but heavy cast iron post No. 1176 are $4.00 each, net, extra. See list on page 91. All prices are made on 30 and 36 inches high for the fence proper, and when erected will stand 34 or 40 inches high. Special heights to order. All of our fences are made in sections, complete for erection, except No. 1164, which is sent in bales with posts and rails. But all of our fences can easily be erected by any one with little skill. No. 1151. Wrought steel throughout; 30 inches high, 7-16 inch square pickets, $1.20 per lineal foot; 36 inches high, V 2 inch square pickets, $1.80 per lineal foot; 3-foot gate, as shown, $12.00 each; with plain top, $9.00 each; 8 foot double gate, double in price; larger sizes, add price of fence. Gates without fence, $4.00 more than list. Cast iron posts, $4.00 net extra. No. 1152. Wrought steel picket fence, with ornamental drop forged steel points, ^-inch square pickets. 30 inches high, $2.00 per lineal foot; 36 inches high, $2.40 per lineal foot; 3-foot single gates, as shown, $12.00 each, with ornamental top, $16.00 each. 8-foot double gates, double price of single gates; larger than that„ add price of fence per foot to same. Gates without fence, $4.00 extra. No. 1153. Round steel picket fence, with malleable iron points; a good fence for general purposes. 7-16 inch round pickets, 30 inches high, $1.40 per lineal foot; 7-16 inch round pickets, 36 inches high, $1.60 per lineal foo-t; 3-foot single gates, as shown, $12.00 each, plain tops, $9.00; 8-foot double gates, double price of single, and larger gates, price of fence per foot additional. Gates without fence order, $4.00 additional each. WEIGHT OF GRINDSTONES. Rule.—Square the diameter (in inches) ; multiply by thickness (in inches): then by the decimal .06363; the product will be the weight of the stone in lbs. 74 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1151 75 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1154. y^-inch square bars. 4 inches on center, 30 inches high, $1.60 per lineal foot; 36 inches high, $1.80 per lineal foot. Gates the same prices as previous. No. 1155. 7-16 inch round steel pickets; 30 inches high, $1.00 per lineal foot, 2 rails; 36 inches high, $1.20 per lineal foot, 3 rails; 3-foot single plain gates, $8.00 each; ornamental, $10.00 each; 8-foot double gates, double of'single price; larger double gates, add price of fence per lineal foot to same. No. 1156. Heavy square picket fence, with cast iron points. % inch square bars, set on diamond, 4 inches apart. 3 feet high, $2.40 per 1 veal foot. Special heights to order. 3-foot single plain gate, $16.00; ornamental top. $20.00 each: 8-foot double gates, double price of single; larger ones add price of fence per lineal foot. WORKSHOP RECIPES. Parting Sand. Burnt sand scraped from the surface of castings. Loam. Mixture of brick, clay and old foundry sand. Blackening for Moulds. Charcoal powder; or, in some instances, fine coal-dust. Black Wash. Charcoal, plumbago, and size. Mixture for Welding Steel. 1 sal-ammoniac. 1 0 borax. Pounded together, and fu<-’ed until clear, when it is poured out, and, after cooling, reduced to powder. Rust-Joint Cement. (Quickly Setting.) 1 sal-ammoniac in powder (by weight). 2 flour of sulDhur. 80 iron borings made to a paste with water. Rust-Joint (Slowly Setting). 2 sal-ammoniac. 1 flour of sulphur. 200 iron borings. The latter cement is the best if the joint is not required for immediate use. 76 SPOKANE ORNAMENTAL IRON & WIRE WORKS. < . < 4 < i ; 0 3 1 3 1 1 3 7 3 7 1 0 3 3 3 C 3 I 3 1 3 J 3 3 3 1 3 I 3 3 3 3 3 1 3 I 3 l 1 » . |//,» J/m . No. 1154 77 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1157. % inch by 14 inch pickets, forged points. 30 inches high, $1.60 per lineal foot; 36 inches high, $1.80 per foot. 3-foot plain single gates, $9.00; ornamental top, $12.00 each. Double 8-foot gates, double price of single gates; for larger sizes, add price of fence per lineal foot. No. 1158. *4 inch square pickets, 4 inches on center, 1 !4 inch channel rails. 30 inches high, $1.20 per lineal foot; 36 inches high, $1.40 per lineal foot. Prices on gates are the same as on No. 1157. No. 1159. Same prices as No. 1157. No. 1160. Same prices as No. 1158. No. 1161. % inch round pickets, 1 inch channel cross-bars. Same prices as No. 1158. i WORKSHOP RECIPES. Red-Lead Cement for Face-Joints. 1 of white lead. 1 of red lead, mixed with linseed oil to the proper consistency. Case-Hardening. ’Place horn, hoof, bone-dust, or shreds of leather, together with the article to be case-hardened, in an iron box subject to a blood- red heat, then immerse the article in cold water. Case-Hardening with Prussiate of Potash. Heat the article after polishing to a bright red, rub the surface over with prussiate of potash; allow it to cool to dull red, and immerse it in water. Case-Hardening Mixtures. 3 prussiate of potash. 1 sal-ammoniac, or, 1 prussiate of potash. 2 sal-ammoniac. 2 bone-dust. Glue to Resist Moisture. 1 pound of gule melted in 2 quarts of skim-milk. 78 SPOKANE ORNAMENTAL IRON & WIRE WORKS. SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1162. Ideal park fence, unclimable, 4 feet high, 1 by 3-16 inch steel pickets, 4 inches apart, riveted to 1 !4 inch steel angles, with round, bevel or pointed tops, inclusive our stand¬ ard posts, $1.60 per lineal foot: 3-foot single gates, $6.00 each; 8-foot double gates, $12.00 each. Larger gates, add price of fence per lineal foot. No. 1163. Our standard fence, for general purposes, has been on the eastern market for 25 years, and is today the universal fence. The framing is made, of 1-inch channel and the web of No. 7 hard crimped wire, and first class workmanship. Price, 30 inches high, $1.00 per lineal foot; 36 inches high, $1.20 per lineal foot. Single 3-foot gates, per cut. $8.00 each; double, 8-foot gates, $16.00 each. For larger sizes, add price of fence per lineal foot. No. 1164. Has our standard fence posts and 1-inch steel tee-top and bottom rail and the American lawn fence for filling, which is made of No. 12 galvanized wire cable strands, and the same size web; the most fence for the money. 36 inches high, 72c per lineal foot, all complete for erection; 3-foot single gates, $6.00 each, plain top; 8-foot double gates, $12.00 each, plain top. Ornamental gates, $1.00 and $2.00 additional. WORKSHOP RECIPES. Marine Glue. 1 of India rubber, 12 of mineral naphtha or coal tar. Heat gently, mix. and add 20 of powdered shellac. Pour out on a slab to cool. When used, to be heated to about 250 degrees. Glue Cement to Resist Moisture. 1 glue, 1 black rosin, *4 red ochre. Mix with least possible quantity of water. Or, 4 of glue, or 1 oxide of iron and 1 of boiled oil (by weight). To Remove Rust from Steel. Steel which has been rusted can be cleaned by brushing with a a paste compound of ounce cyanide potassium, % ounce castile soap, 1 ounce whiting, and water sufficient to form a paste. The steel should be washed with a solution of Vj ounce cyanide potas¬ sium in 2 ounces of water. To Preserve Steel f om Rust. 1 caoutchouc, 16 turpentine. Dissolve with a gentle heat, then add 8 parts boiled oil. Mix by bringing them to the heat of boil¬ ing water; apply to the steel with a brush, in the way of varnish. It may be removed with turpentine. To Clean Brass. 1 Roche alum and 16 water. Mix. The articles to be cleaned a must be made warm, then rubbed with the above mixture, and finished with fine tripoli. 80 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1163 vl ^AAAA/\/\AA^AAA/\AAA/wyY A A/\/\/y\AA/\A/\AA/\y\AM/Y\ z § ■ \/ V\/\ A A A A AAA A A A A A A A A A A y yxAA/yVXA/VvyVVvvxAA/YYV / \ 'NAAAaaaAaaaAAaAAAAaAa V l A A A A A A A A / v \ AAA AAAAAA A / ^ / \ 1\ A/vA A / \ / \A A A /\ A / \ A A A/ v\AAA No. 1164 81 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1165. Grave lot enclosure; 36 inches high, 7-16 inch pickets, $1.60 per lineal foot; 3-foot ornamental gates, $16.00; plain top, $12.00 each. No. 1166. Grave lot enclosure, with cast iron posts, 3 feet high, 1% inch diameter iron pipe, as per cut, $2.00 per lineal foot. Ornamental gate, $10.00; plain gate, $8.00 each. No. 1167. Pipe rail enclosure, per cut, 3 feet high, with malleable ball fittings and slide top rail for gate, 114 inch diameter pipe, $1.60 per lineal foot, complete for erection. CAST IRON PIPES. Weight of a Lineal Foot. Bore in Inches. Thickness of Metal in Inches y* % % % % Lbs. Lbs. Lbs. Lbs. Lbs. 2 5.52 8.74 12.27 16.11 20.25 2%. 6.75 10.58 14.73 19.18 23.95 3. 7.93 12.43 17.18 22.24 27.61 3 y 2 . 9.20 14.27 19.64 25.31 31.29 4. 10.43 16.11 22.09 28.38 34.98 4%. 11.66 17.95 24.54 31.45 38.66 5. 12.89 19.79 27.00 34.52 42.34 5 y 2 . 14.11 21.63 29.45 37.58 46.02 6. 15.34 23.47 31.91 40.65 49.70 7. 17.79 27.15 36.82 46.79 57.06 8. 20.25 30.83 41.72 52.92 64.43 9. 22.70 34.52 46.63 59.06 71.79 10. 25.16 38.20 51.54 65.19 79.15 11. 27.61 41.88 56.45 71.33 86.52 12. 30.07 45.56 61.36 77.47 93.88 13. 32.52 49.24 66.27 83.60 101.24 14. 34.98 52.92 71.18 89.74 108.61 15. 56 60 76 09 95 87 115 q 7 16. 60 29 80 99 1 02 01 123 33 18. 67.65 90 81 114 28 138 06 20 . 100 63 1 26 55 1 52 79 22 . 110 45 138 83 167 51 24. 120.26 151.10 182^24 (Continued on page 84) 82 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1165 No. 1166 No. 1167 83 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1168. A low wire enclosure made of hard crimped wire and round iron frame, intended for single graves or flower beds. 12 inches high, 60c per lineal foot; 15 inches high, 64c per lineal foot; 18 inches high, 72c per lineal foot; neatly painted in black and trimmed with bronze. No. 910. Trellis, 4 feet high, 15 inches wide at top, $1.00 each; 5 feet high, 18 inches wide at top, $1.20 each; 6 feet high, 20 inches wide at top, $1.60 each. Larger sizes to 0 yder. No. 911. Tree guard, made of %-inch steel channels, $4.00 each. No. 912. Trellis, 4 ft. high, 8 inches wide, $1.20 each. 5 ft. high, 10 inches wide, $1.60 each 6 ft. high, 12 inches wide, $1.80 each. CAST IRON PIPES Weight of a Lineal Foot Bore in Inches. Thickness of Metal in Inches % 1 1 % 1% 1% Lbs. Lbs. Lbs. Lbs. Lbs. 2 24.70 29.45 34.52 39.88 51.54 2%. 28.99 34.36 40.04 46.02 58.91 3. 32.29 39.27 45.56 52.16 66.27 3 V,. 37.58 44.18 51.08 58.29 73.63 4. 41.88 49.09 56.60 64.43 80.99 4 V,. 46.18 54.00 62.13 70.56 88.36 50.47 58.91 67.65 76.70 . 95.72 514. 54.76 63.81 73.17 82.84 103.08 6. 59.06 08.72 78.69 88.97 110.45 7. 67.65 78.54 89.74 101.24 125.17 8. 76.24 88.36 100.78 113.52 139.90 9. 84.83 98.18 111.83 125.79 154.63 10. 93.42 107.99 122.87 138.06 11. 102.01 117.81 133.92 150.33 12. 110.60 127.63 144.96 162 60 13...., 119 19 137 45 156 01 174 87 14. 127.78 147.26 167.05 1 87.15 15. . 136.37 157.08 178 10 199 42 16. 144.96 166.90 189 14 211.69 18. 162.14 186.53 211 23 236 23 20. 179.32 206 17 233.32 260.78 22. 196.50 225.80 255.41 285.32 24. 213.68 245.44 277.50 309.87 Note.—For each joint add a foot in length of the pipe. 84 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No, 1168 No. 910 No. 911 No. 912 85 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 913. Flower bed border, with arch and basket, 4 feet diam¬ eter, $10.00; 5 feet diameter, $12.00; 6 feet diameter, $16.00. A substantial and neat fixture for small lawns. No. 914. Arched summer house of heavy crimped wire, 5 foot span, 3 feet 6 inches wide, 8 feet high, with two seats, $48.00. Special designs of various styles wire and iron summer houses or flower pavillions submitted free of charge. SHEET IRON. Weight of a Superficial Foot Rolled to U. S. Gauge. Note.—Where accuracy is required, give thickness in thou¬ sandths of an inch, or weight per foot. See note on “Gauges,” pages 85-86. No. of Gauge 1 Weight per foot 1 No. of Gauge Weight | per foot 1 11.25 16 = 1-16 2.5 2 10.625 17 2.25 3 = i/ 4 10. 18 2.00 4 9.375 19 1.75 5 8.75 20 1.50 6 8.125 21 1.375 7 7.5 22 = 1-32 1.25 8 6.875 23 1.125 9 6.25 24 1 . 10 5.625 25 .875 5. 26 .75 12 4.375 27 .6875 13 3.75 28 .625 14 3.125 29 .5625 15 2.8125 30 .5 86 SPOKANE ORNAMENTAL IRON & WIRE WORKS 87 SPOKANE ORNAMENTAL IRON & WIRE WORKS PLATE IRON. Weight of Superficial Foot. Add 2 per cent, for Steel. Thickness in inches Weight lbs. | Thickness in inches Weight lbs. 1-32=.03125 1.25 5-16=.3125 12.50 1-16=.0625 2.50 % =.375 15.00 3-32 = .0937 3.75 7-16 = .4375 17.50 % =.125 5.00 %=.5 20.00 5-32=. 1562 6.25 9-16 = .5625 22.50 3-16 = .1875 7.50 % =.625 25.00 7-32=.2187 8.75 % =.75 30.00 % =.25 10.00 1 %=.875 35.00 9-32 = .2812 11.25 1 = 1. 40.00 WROUGHT SPIKES. Number to a Keg of 200 Lbs. Length. Yk in. 5-16 in. % in. 7-16 in. l/ 2 in. 3 inch. 3000 3 % inch. 2520 1605 2200 1512 4% inch. 1952 1418 5 inch. 1840 1240 1000 1722 1157 836 7 inch. 1548 1030 643 526 403 8 inch. 900 607 461 352 9 inch. 800 565 400 318 10 inch. 520 360 282 11 inch. 466 332 256 12 inch. 418 300 235 STREET AND TRAM RAIL SPIKES. Counter-Sunk Heads. Size. No. to Keg of 200 lbs. No. to lay 1 m., the holes 2 ft. apart. Pounds. Kegs. 2% x y 4 3067 345=2^ 2V 2 x 5-16 2293 565 = 3% 3 x 5-16 1667 640 = 4% 3i/n x 5 -16 1533 690 = 4 3-5 5 x 5-1 6 1200 880 = 5% 6 x 5-16 1120 940 = 6% 4 x 14 707 1500=10 4 Yi x y 2 640 1650=11 6 x y, 480 2190 = 14% 6 x 9-16 360 2930 = 19 % 88 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Wire Arches Nos. 915, 916 and 917. 4 feet high, 24 inch span, and 6 inches deep, $1.60 each; 5 feet high, 30 inch span, and 8 inches deep, $2.00 each; 6 feet high, 36 inch span, and 10 inches deep, $3.60 each; 7 feet high, 42 inch span, and 12 inches deep, $6.00 each. Signs, 50c each, and 40c per letter each net extra. Hang¬ ing baskets, 50c net extra. All neatly painted and trimmed with gold Jjronze. 89 SPOKANE ORNAMENTAL IRON & WIRE WORKS „ Nos. 1175 and 1177 are our standard fence posts, made of 1^4 inch diameter, heavy wrought iron pipe, with strong base plate and channel iron braces, and are always included in the fence prices, hut No. 1176 cast iron post, inclusive the anchor for same, is $4.00 net extra each when ordered with a fence. No. 1178. Iron cap for wood hitching post, 8 inches high, 4 inches in diameter, $1.20 each. No. 1179. Horse head, 16 inches high, $2.40 each. WIRE. Weight of 100 Lineal Feet. B. W. Gauge Iron Steel Brass Copper Lbs. Lbs. Lbs. Lbs. 0 30.58 30.92 33.43 35.17 1 25.75 26.04 28.15 29.62 2 21.34 21.57 23.32 24.54 3 18.02 18.22 19.70 20.72 4 15.11 15.28 16.52 17.38 5 12.46 12.59 13.62 14.33 6 11.45 11.57 12.51 13.16 7 9.25 9.35 10.11 10.64 8 7.29 7.37 7.97 8.33 9 6.60 6.68 7.22 7.59 10 4.96 5.02 5.43 5.71 11 4.13 4.18 4.52 4.75 12 3.14 3.18 3.43 3.61 13 2.34 2.36 2.55 2.69 14 1.69 1.71 1.85 1.95 15 1.37 1.39 1.50 1.58 16 1.05 1.06 1.15 1.21 17 .804 .815 .877 .928 18 .612 .622 .674 .704 19 .471 .478 .510 .547 20 .326 .331 .342 .372 21 .271 .274 .293 .310 22 .208 .210 .224 .237 23 .166 .167 179 .189 24 .128 .129 .138 .147 25 .106 .107 .114 .121 26 .086 .087 .093 .098 27 .068 .069 .073 .078 28 .052 .053 .056 .059 29 .045 .046 .048 .051 30 .038 .039 ! .041 .044 90 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1176 No. 1178 No. 1179 91 SPOKANE ORNAMENTAL IRON & WIRE WORKS. BOARD MEASURE. In board measure all boards are assumed to be 1 inch in thick¬ ness. Breadth, Inches Area of a Lineal Ft. Breadth, Inches Area of a Lineal Ft. Breadth, Inches Area of a Lineal Ft. % .021 AY* .354 814 .688 V, .042 4Vo .375 sy 2 .703 % .063 4% .396 8% .729 1 .083 5 .417 9 .75 1 14 .104 51/4 .438 9% .771 i% .125 5 Vi .458 914 .792 i% .146 5% .479 9% .813 2 .167 6 .5 10 .833 2% .188 6% .521 10 y 4 .854 2% .208 61/2 .542 10 v 2 .875 2% .229 6% .563 10% .896 3 .25 7 .583 11 .917 3y 4 .271 7% .604 1114 938 3% .292 71/3 .625 11 y, .958 3% .313 7% .646 11% .979 4 .333 8 .667 12 1 . Area of a lineal foot multiplied by length in feet will give super¬ ficial contents in square feet. To Compute Volume of Square Timber. When all the dimensions are in feet: Rule. Multiply the breadth by the depth and that product by the length, and the product will give the volume in cubic feet. When either of the dimensions are in inches: Rule. Multiply as above and divide by 12. When any two of the dimensions are in inches. Rule. Multiply as before and divide by 144. SHRINKAGE OF CASTINGS. In locomotive cylinders—1-16 inch in a foot. Pipes=% inch in a foot. Girders, beams, etc.= % in 15 inches. Engine-beams, connecting-rods, etc.= y< inch in 16 inches. Large cylinders, say 70 inch diameter, 10 foot stroke, the con¬ traction of diameter—% inch at top. Ditto = i/4 inch at bottom. Ditto in length = : *4 inch in 16 inches. Thin brass=Vs inch in 9 inches. Thick brass=bs inch in 10 inches. Zinc-5-16 inch in a foot. Lead=5-16 inch in a foot. Copper = 3-16 inch in a foot. Bismuth=5-32 inch in a foot. Tin=*4 inch in a foot. 92 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1180 No. 1180. Hitching post of 1%-ineh diameter pipe to set on walk or into ground, $2.80 each. No. 1181. Rustic hitching post, $6.40 ehch. Nos. 1182 and 1183 show 1%-inch steel tee fence post which is adapted to our American lawn fence, as per cut, and can be applied by inserting the hori¬ zontal cables into the openings of the back stay, and being clinched with a hammer stroke. Price, 72c for 30-inch wide fence. No. 1182 No. 1183 93 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Reservoir vases of the finest cast iron, neatly painted; are an ornament for any lawn. No. G 10. Total height, 32 inches; diameter of base, 28 inches; width, inclusive handles, 43 inches; reservoir, 2¥: gallons; painted white, $20.00; with bronze trimmings, $22.00. No. L 2. Total height, 42 inches; diameter of vase, I 8 V 2 inches; width, inclusive handles, 34 inches; reservoir, 4 x /2 gallons. Price, painted, $28.00; with bronze trimmings, $30.00. No. H 2. Height 48 inches; diameter, 28 inches; base. 21 inches square; reservoir, 2 V 2 gallons. Price, painted, $22.00; with bronze trimmings, $24.00. SQUARE TIMBER. Table of y 4 Girths. % Girth, Inches j Area j in Feet Vi Girth, Inches Area in Feet Vi Girth, Inches Area in Feet 6 .250 121/4 1.04 19 2.50 ¥4 .272 1/2 1.08 ^2 2.64 l / 0 .294 % 1.12 20 2.77 % .317 13 1.17 ¥2 2.91 7 .340 ¥4 ¥2 1.21 21 3.06 Vi .364 1.26 ¥2 3.20 ¥2 .390 % 1.31 22 3.36 % .417 14 1.36 ¥2 3.51 8 .444 ¥4 1.41 23 3.67 % .472 ¥2 1.46 ¥, 3.83 ¥2 .501 % 1.51 24 4. % .531 15 1.56 % 4.16 9 .562 ¥4 1.61 25 4.34 Vi .594 ¥■ 1.66 ¥2 4.51 v> .626 % 1.72 1 26 4.69 % .659 16 J .77 ¥ 2 4.87 10 .694 ¥4 1.83 27 5.06' Vi .730 ¥2 1.89 V., 5.25 V? .766 % 1.94 28 5.44 % .803 17 2. U, 5.64 11 .840 % 2.09 29 5.84 ¥4 .878 ¥> 2.12 ¥2 6.04 v 2 .918 % 2.18 30 6.25 % .959 18 2.25 12 1 . ¥2 2.37 Area corresponding to Vi girth (mean) in inches multiplied by length in feet=solidity in feet and decimal parts. 94 SPOKANE ORNAMENTAL IRON & WIRE WORKS. G. 10 95 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. N 2. Total height, 33% inches; diameter of vase, 24 inches; width, inclusive handles, 30 inches; reservoir, 2% gallons. Price, painted, $27.00; with bronze trimmings, $30.00. No. F 2. Height 34 inches; diameter, 22 inches; base, 14 inches square; reservoir, 1% gallons. Price, painted, $14.00; with bronze, $16.00. No. Ml. Height 43 inches; diameter of vase, 24 inches; reser¬ voir, 2% gallons. Price, painted, $32.00; with bronze, $34.00. No. D 1. Height, 36% inches; diameter of vase, 16 inches: base, 14 inches square; reservoir, 1% gallons. Price, painted, $12.00. Contents (Board Measure) of 1 Lineal Foot of Timber. Thickness in Inches. in Inches. 2 3 4 5 6 7 8 18. 3. 4.5 6. 7.5 9. 10.5 12. 17. 2.83 4.25 5.66 7.08 8.5 9.92 11.33 16. 2.67 4. 5.33 6.67 8. 9.33 10.67 15. 2.5 3.75 5. 6.25 7.5 8.75 10.00 14. 2.33 3.5 4.67 5.83 7. 8.17 9.33 13. 2.17 3.25 4.33 5.42 6.5 7.58 8.67 12. 2. 3. 4. 5. 6. 7. 8. 11 . 1.83 2.75 3.67 4.58 5.5 6.42 7.33 10. 1.67 2.5 3.33 4.1 7 5. 5.83 6.67 9. 1.5 2.25 3. 3.75 4.5 5.25 6. 8. 1.33 2. 2.67 3.33 4. 4.67 5.33 7 . 1.17 1.75 2.33 2.92 3.5 4.08 6. 1. 1.5 2. 2.5 3. 5. .83 1.25 1.67 2.08 4. .67 1. 1.33 3. .5 .75 2. .33 96 SPOKANE ORNAMENTAL IRON & WIRE WORKS N. 2 I F. 2 97 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. E2. Height 34 inches; diameter of vase, 21 inches; reservoir, 2*4 gallons. Price, painted, $14.00; with bronze trimmings, $18.00. No. V 3. Height, 15 inches; diameter of vase, 19% inches; reser¬ voir, 1 gallon. Price, painted, $10.00. QUEEN CITY SETTEE. Two seats, painted green, $18.00; three seats, painted green, $20.00. The seats are made of nicely finished hard wood slats, oiled and shellaced. Contents (Board Measure) of 1 Lineal Foot of Timber—Continued. Breadth in Inches. Thickness in Inches. 9 10 11 12 13 14 18. 13.5 15. 16.5 18. 19.5 21. 17. 12.75 14.17 15.58 17. 18.42 19.83 16. 12. 13.33 14.67 16. 17.33 18.66 11.25 12.5 13.75 15. 16.25 17.5 14. 10.5 11.67 12.83 14. 15.17 16.33 13. 9.75 10.83 11.92 13 14.08 12. 9. 10. 11. 12. 11. 8.25 9.17 10.08 10. 7.5 8.33 9. 6.75 To ascertain contents of piece of timber.—Find in the table the contents of one foot and multiply by the length in feet of the piece. Example.—What is the contents of a piece of timber 10x11.20 feet long? 9.17x20 = 183.4 feet B. M. 98 SPOKANE ORNAMENTAL IRON & WIRE WORKS 99 SPOKANE ORNAMENTAL IRON & WIRE WORKS. A few designs of wrought iron transom grilles. Send sizes for estimates. No. 213. Circular grille, with genuine gold leaf lettered sign, nicely adapted for hanks and business houses. No. 214. Square transom grille with genuine gold leaf lettered or cast bronze monogram. No. 215. Art nouveau grille, with hammered or burnt copper ornaments. Send us your ideas on paper and see how we execute art metal work. TO FIND WEIGHT OF TIMBER WORK. Timber Flooring. Rule. Multiply breadth in feet by length in feet by thickness in inches and by one of the following factors according to ma¬ terial: For elm, use 3.5 lbs.: for yellow pine, 3.42; for white pine, 2.97; for dry oak, 4.04. To Find Weight of Timber Beams, Posts, and Joists: Rule. Multiply length in feet by breadth and depth in inches, and the product by one of the following factors: For elm, 2.92; yellow pine, 2.85; white pine, 2.47; dry oak, 4.04. Weight per 1000 (M) Feet Board Measure. i i j ( i Part | I Dry | Season | Green Pine and Hemlock. Norway and Yellow Pine Oak and Walnut. Ash and Maple. If the sap of green timber be prevented from escaping at the ends of the sticks, as in the case of girders, etc., enclosed air¬ tight in brick-work or masonry, its fermentation will produce dry rot. The painting of green timber conduces to the same end. Alternate exposure to water and air produces wet rot. In a free circulation of dry air, timber will endure for centuries, if not attacked by worms. Lbs. 2.500 3.000 4,000 3.500 Lbs. 2,750 4,000 5,000 4,000 libs. 3,000 5,000 10 !) SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 213 No. 214 I SPOKANE ORNAMENTAL IRON & WIRE WORKS. SLATING. A square of slate or slating is 100 superficial feet. In measuring, the width of the eaves is allowed at the widest part. Hips, valleys, and cutting are to be measured lineal, and 6 inches width extra is allowed. The thickness of slates range from 3-16 to 5-16 of an inch, and their weight varies from 2.6 to 4.5 lbs. per square foot. The lap of slates varies from 2 to 4 inches. The standard is assumed to be 3 inches. To compute the number of slates of a given size required per squares: Subtract 3 inches from the length of the slate, multiply the remainder by the width and divide by 2. Divide 14.400 by the number so found, and the result will be the number of slates required. The pitch of a slate roof should not be less than 1 inch height to 4 inches length. Dimensions of slates and number required to a square: American. Size. No. of Slate. Weight per square about Size. No. of Slate. Weight per square about 12x 6 533 850 lbs. 18x11 174 650 lbs. 12x 7 457 850 lbs. 20x10 169 660 lbs. 12x 8 400 850 lbs. 20x11 154 650 lbs. 14x 7 374 750 lbs. 20x12 141 650 lbs. 14x 8 327 750 lbs. 22x11 138 650 lbs. 14x 9 291 750 lbs. 22x12 126 675 lbs. 16x 8 277 650 lbs. 22x13 116 675 lbs. 16x 9 246 650 lbs. 24x12 114 675 lbs. 16x10 221 650 lbs. 24x13 105 675 lbs. 18x 9 213 650 lbs. 24x14 98 675 lbs. 18x10 192 ■ 650 lbs. Good American slate weighs about 174 lbs. per cubic foot. Hence: Slabs % inch thick weigh 10.87 lbs. per square foot. Slabs 1 inch thick weigh 14.5 lbs. per square foot. Slabs 1% inch thick weight 18.12 lbs. per square foot. Slabs 1% inch thick weigh 21.75 lbs. per square foot. Slabs 2 inch thick weigh 29. lbs. per square foot. SHINGLES. The best shingles are of white cedar. When of good quality they will last 40 to 50 years in our northern states. Cypress and white pine are much used for shingles, but will not last half as long as white cedar. Shingles are packed 250 to the bundle, or 4 bundles to 1000. One bundle 16-inch shingles will cover 30 square feet. One bundle 18-inch shingles will cover 33 square feet. When laid 5% inches to the weather, 5 lbs. 4d or 3 % lbs. 3d nails will lay 1000 shingles. 102 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 216 and 217. Interior wrought iron transom grilles. Send sizes for estimates. No. 218. Wrought iron door grille, permitting ventilation at night by making the glass panels to swing. A useful ornament and a good protec¬ tion. We furnish upon request de¬ signs and estimates for en¬ tire metal doors with jambs and grilles, erected in place. No. 218 SPOKANE ORNAMENTAL IRON & WIRE WORKS. WROUGHT STEEL WINDOW GUARDS No. 219. Wrought steel window guards; % inch square bars, 4 inches on center in 1% by V 2 inch channel crossbars, 80c per square foot. No. 220. Curved window guard, having some preferences, which can readily be seen; y 2 inch square bars, 4 inches on centers, $1.00; J^-inch round bars, 4 inches on centers, 80c per square foot. No. 221. % by V 2 inch flat steel bars, twisted on top; set through 1% by % channel bars, $1.00 per square foot. CORRUGATED IRON ROOFING. Weight per Square Laid (100 square feet Roof Surface). B. W. Gauge. Black. Galvanized. 5 ft. Sheets. 10 ft. Sheets. 5 ft. Sheets. 10 ft. Sheets. 28 90 85 138 130 26 102 97 150 142 24 126 119 173 164 22 160 151 207 196 20 200 189 247 234 18 279 265 327 310 16 370 351 418 396 Painting adds about 20 lbs. per square. For sheets of intermediate lengths, interpolate between weights given. Durable roofs should be No. 20 gauge (not less than No. 22). For siding, No. 22 gauge is commonly used. Sheets can be corru¬ gated any length up to 10 feet. Sheets are 30% inches wide before, and 27 to 27 5/4 inches wide after corrugating. Sheets should be laid with a lap of 6 inches in length and 1V 2 corrugations in width of sheet. From 21/4 to 3 3 /4 lbs. of 3-16 inch rivets will be required for a square. 104 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 219 No. 220 No. 221 105 SPOKANE ORNAMENTAL IRON & WIRE WORKS. MENSURATION. Area of a triangle=base x y 2 altitude. Area of a parallelogram=base x altitude. Area of a trapezoid=altitude x % the sum of parallel sides. Area of a trapezium: Divide into two triangles and find area of the triangles. Circumference of circle=diameter x 3.1416. Diameter of circle=circumference x .3183. Area of circle=diameter2 x .7854. Area of sector of cirole=length of arc x Va the radius. Area of segment of eircle=area of sector of equal radius, minus area of triangle when the segment is less, and plus area of triangle when the segment is greater than the semi-circle. Area of circular ring=diameters of the two circle x difference of diameter and that product by. .7854. Side of square that shall equal area of circle=diameter x .8862, or circumference x .2821. Diameter of circle that shall contain area of a given square=side of square x 1.1284. Area of an ellipse=product of the two diameters x .7854. Area of parabola=base x % altitude. Area of regular polygon=sum of its sides x perpendicular from its centre to one of its sides divided by 2. Surface of cylinder cr prism=area of both ends plus length x cir¬ cumference. Contents of cylinder or prism=area of end x length. Surface of sphere=diameter x circumference. Contents of sphere=diameter3 x .5236. Convex surface of segment of sphere=height of segment x cir¬ cumference of the sphere of which it is a part. Contents of segment of sphere= (height2 plus three times the square of radius of base) x (height x .5236). Surface of pyramid or cone=circumference of base x % of the slant height plus area of the base. Contents of pyramid or cone=area of base x % altitude. Surface of frustum of cone or pyramid=sum of circumference at both ends x % slant height plus area of both ends. Contents of frustum of cone or pyramid=multiply areas of two ends together and extract square root. Add to this root the two areas and x % altitude. Contents of a wedge—area of base x % altitude. STONE WORK. Stone walls are measured by the perch (24% cubic feet.) Openings less than 3 feet wide are counted solid; over 3 feet deducted, but 18 inches are added to the running measure for each jamb built. Arches are counted solid from their spring. Corners of buildings are measured twice. Pillars less than 3 feet are counted on 3 sides as lineal, multiplied by fourth side and depth. It is customary to measure all foundations and dimension stone by the cubic foot. Water tables and base courses by lineal feet. All sills and lintels or ashlar, by superficial feet, and no wall less than 18 inches thick. The greatest safe load per superficial foot on— Granite Piers.=: 40 to 80 tons Lime stone Piers.=25 to 60 tons Sand stone Piers. '....= 20 to 40 tons Common Brickwork.:= 7% tons Best Brickwork in cement.r=15 ” tons Rubble Masonry.=10 tons Concrete Foundations.=10 to 25 tons Height of piers should not exceed 12 times their thickness at base. 106 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 222 No. 223 No. 222. y 2 inch pointed bars, round iron, set through l\‘ 2 inch by % inch solid iron cross bars, 60c per square foot. No. 223. Same construction as No. 222, with scroll orna¬ ments, 80c per square foot. No. 224. % inch Bessemer steel grille, extra strong, in a 3-inch square mesh and 1% channel frame, $1.20 per square foot. 107 SPOKANE ORNAMENTAL IRON & WIRE WORKS Wire guards of any size, style or mesh and strength. There is no better protection against intruders of any kind than a prop¬ erly made and fastened hard crimped wire guard. The follow¬ ing pages show a few of the usual styles: No. 1801. Heavy prison or asylum guard, in channel iron frame. Prices from 30c to 50o per square foot, according to quantity and grade. No. 1802. Pleavy crimped wire guard, in round iron frame. Prices from 20c to 40c per square foot, according to quantity and style. No. 1800. Shows actual wire gauge. WINDOW GLASS. Number of Lights in a bos of 50 feet. Size No. Lights Size No. Lights Size No. Lights 6x 8 150 15x18 27 24x34 9 7x 9 115 15x20 24 24x36 9 8x10 90 15x22 22 24x38 8 8x11 82 15x24 20 24x40 8 8x12 75 15x26 19 26x32 9 8x13 69 16x20 23 26x34 8 8x14 64 16x22 21 26x36 8 9x12 67 16x24 19 26x38 7 9x13 62 16x26 17 26x40 7 9x14 57 16x28 16 26x42 7 9x15 53 16x30 15 26x44 6 10x13 56 18x22 18 I 28x36 7 10x14 52 18x24 17 28x38 7 10x15 48 18x26 16 28x40 7 10x16 45 18x28 14 28x42 6 11x14 47 18x30 14 28x44 6 11x15 44 18x32 13 28x46 6 11x16 41 20x26 14 28x48 . 5 11x18 39 20x28 13 28x50 5 12x15 40 20x30 12 30x38 7 12x16 38 20x32 11 30x40 6 12x18 34 20x34 11 30x42 6 12x20 30 20x36 10 30x44 6 13x16 35 22x28 12 30x46 5 13x18 31 I 22x30 11 30x48 5 13x20 28 | 22x32 10 30x50 5 13x22 25 22x34 10 30x52 5 14x18 29 1 22x36 9 30x54 4 14x20 26 22x38 9 32x40 6 14x22 | 24 24x30 10 32x42 6 14x24 | 1 22 24x32 1 10 1 1 (Continued on page 110) 108 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. Wire Gauge No. 1800 109 No. 1802 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1803. Skylight guard, made in Ms-inch round iron frame, 1-inch square mesh, No. 12 galvanized wire, with substantial supports over glass. Price, 25c per square foot. No. 1804. Shows construction of channel frame wire guard. No. 1805. Shows construction of round frame wire guard. No. 1806. Wire wagon guards from $8.00 to $10.00 per pair. Side braces for fastening, $3.00 per pair. Write for discounts. WINDOW GLASS—Continued. Number of Lights in a box of 50 feet. Size No. Lights Size No. Lights Size No. Lights 32x44 1 5 36x60 3 40x68 3 32x46 5 36x62 3 40x70 3 32x48 5 36x64 3 42x50 3 32x50 5 38x46 4 42x52 3 32x52 4 38x48 4 42x54 3 32x54 4 38x50 4 42x56 O O 32x56 4 38x52 4 42x58 3 34x44 5 38x54 4 42x60 3 34x46 5 38x56 3 42x62 3 34x48 5 38x58 3 42x64 3 34x50 4 38x60 3 42x66 3 34x52 4 38x62 3 42x68 3 34x54 4 38x64 3 42x70 2 34x56 4 38x66 3 44x54 3 34x58 4 40x48 4 44x56 3 34x60 4 40x50 4 44x58 3 36x46 4 40x52 3 44x60 3 36x48 4 40x54 3 44x62 3 36x50 4 40x56 3 44x64 3 36x52 4 40x60 3 44x66 2 36x54 4 40x62 3 44x68 2 36x56 4 40x64 3 44x70 2 36x58 1 3 ! 40x66 . 3 1 44x72 2 110 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1803 No. 1804 No. 1805 No. 1806 111 SPOKANE ORNAMENTAL IRON & WIRE WORKS STRENGTH OF WHITE PINE STRUTS OR PILLARS. Length Safe load in tons of 2000 lbs. in feet. Dimensions of Cross-Sections in Ins. 4x5 4x6 4x7 4x8 4x9 4x10 4x11 4x12 6 . 4.1 5.0 5.8 6.6 7.4 8.3 9.1 9.9 7. 3.8 4.5 5.3 6.0 6.8 7.5 8.3 9.0 8 . 3.5 4.2 4.9 5.6 6.3 7.0 7.7 8.4 9. 3.2 3.9 4.6 5.2 5.9 6.5 7.2 7.8 10 . 2.9 3.5 4.0 4.6 5.2 5.8 6.3 6.9 11 . 2.6 3.2 3.7 4.2 4.7 5.3 5.8 6.3 12 . 2.4 2.9 3.3 3.8 4.3 4.7 5.2 5.7 13. 2.0 2.4 2.8 3.2 3.6 4.0 4.4 4.8 14. 1.8 2.1 2.5 2.8 3.2 3.5 3.9 4.2 15. 1.4 1.7 1.9 2.2 2.5 2.8 3.0 3.2 16. 1.1 1.4 1.6 1.8 2.0 2.3 2.5 2.7 17. 1.0 1.2 1.4 1.6 1.8 2.0 2 2 2.4 18. 0.9 1.1 1.2 1.4 1.6 1.8 1.9 2.1 Length Dimensions of Cross-Sections in Ins. in feet. Safe load in tons of 2000 lbs. 5x5 5x6 5x7 5x8 5x9 5x10 5x11 5x12 8 . 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 9. 4.7 5.6 6.6 7.5 8.5 9.4 10.3 11.3 10 . 4.4 5.3 6.2 7.0 7.9 8.8 9.7 10.6 11 . 4.1 4.9 5.7 6.6 7.4 8.2 9.0 9.8 12 . 3.8 4.6 5.3 6.1 6.8 7.6 8.4 9.1 13. 3.5 4.2 4.9 5.6 6.4 7.0 7.7 8.4 14. 3.2 3.8 4.5 5.1 5.8 6.4 7.0 7.7 15. 2.9 3.5 4.1 4.6 5.2 5.8 6.4 7.0 16. 2.6 3.1 3.6 4.2 4.7 5.2 5.7 6.2 17. 2.3 2.8 3.2 3.7 4.1 4.6 5.1 5.5 18. 2.1 2.5 2.9 3.4 3.8 4.2 4.6 5.0 19. 1.8 2.2 2.5 2.9 3.2 3.6 4.0 4.3 20 . 1.5 1.8 2.1 2.4 2.7 3.0 3.2 3.6 Length Dimensions of Cross-Sections in Ins. in feet. Safe load in tons of 2000 lbs. 6x5 6 x6 6x7 6 x8 6x9 6 x10 6 x11 6 x12 10 . 5.9 7.1 8.3 9.5 10.7 11.8 13.0 14.2 11 . 5.6 6.7 7.8 8.9 10.0 11.2 12.3 13.4 12 . 5.3 6.3 7.4 8.4 9.5 10.5 11.5 12.6 13. 5.0 5.9 6.9 7.9 8.8 9.8 10.8 11.8 14. 4.7 5.6 6.5 7.5 8.4 9.3 10.3 11.2 15. 4.4 5.3 6.2 7.1 7.9 8.8 9.7 10.6 16. 4.1 4.9 5.7 6.5 7.3 8.2 9.0 9.8 17. 3.8 4.5 5.3 5.9 6.8 7.5 8.3 9.0 18. 3.5 4.2 4.9 5.6 6.3 7.0 7.7 8.4 19. 3.2 3.8 4.4 5.1 5.7 6.4 7.0 7.6 20 . 3.0 3.5 4.1 4.7 5.2 5.8 6.4 7.0 2.1 . 2.6 3.1 3.6 4.1 4.7 5.2 5.7 6.2 22 . 2.3 2.8 3.3 3.7 4.2 4.7 5.2 5.6 112 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1809 No. 1808 No. 1807. Wire church win¬ dow guard, % inch mesh, No. 14 galvanized wire round frame, inclusive automatic ventilator openings. Price, 25c per square foot. In all wire guards nothing less than 3 square feet charged. No. 1808. Glass door guard, 5-16 inch round frame, 114 inch mesh No. 12 wire. Price, 40c per square foot. All guards in either painted or galvanized wire, as may be desired. No. 1809. Coal, sand and grav¬ el screens, woven of hard crimped wire; any width and size of mesh; also extra heavy screens for mining purposes made to order. Give size of mesh and quantity required for estimate. 113 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Modern wrought iron light fixtures, arranged for any kind of light; first class make and any modern finish. No. 820. Wrought iron standard and lantern from four to ten feet high. Prices, $60.00 to $120.00, in black finish. No. 821. All wrought iron, 4 to 10 feet high, opalescent globe. Prices, $50.00 to $100.00 each, in black finish. No. 822. All wrought iron, 3 to 6 feet high, opalescent globe. Prices, $30.00 to $50.00, in black finish. No. 823. Lantern, 2 to 5 feet high, double strength plain or crystalline glass, medium weight. Prices, $30.00 to $60.00 each. No. 824. All hand forged wrought iron dragon head two-light wall fixture, $30.00 each. STRENGTH OF WHITE PINE STRUTS OR PILLARS. Continued. Length Dimensions of Cross-Sections in Ins. in feet. Safe load in tons of 2000 lbs. , 7x5 7x6 7x7 7x8 7x9 7x10 7x11 7x12 10 . 7.7 9.2 10.8 12.3 13.9 15.4 16.9 18.4 11 . 7.2 8.6 10.1 11.5 13.0 14.4 15.8 17.2 12 . 6.8 8.0 9.5 10.9 12.2 13.6 15.0 16.0 13. 6.5 7.7 9.0 10.3 11.6 13.0 14.2 15.4 14 . 6.2 7.4 8.6 9.8 11.1 12.4 13.5 14.8 15. 5.9 7.0 8.2 9.4 10.5 11.8 12.9 14.0 16. 5.6 6.7 7.8 8.9 10.0 11.2 12.2 13.4 17 . 5.3 6.4 7.4 8.5 9.5 10.6 11.7 12.8 18 . 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 19. 4.7 5.6 6.6 7.5 8.5 9.4 10.3 11.2 20 . 4.4 5.2 6.1 7.0 7.8 8.8 9.6 10.4 21 . 4.1 • 4.9 5.7 6.5 7.3 8.2 8.9 9.8 22 . 3.8 4.6 5.3 6.1 6.8 - 4 - 7.6 ■ 8.4 9.2 (Continued on page 116) 114 SPOKANE ORNAMENTAL IRON & WIRE WORKS. 115 SPOKANE ORNAMENTAL IRON & WIRE WORKS. STRENGTH OF WHITE PINE STRUTS OR PILLARS. Continued. Length in feet. Dimensions of Oross-Seetions in Ins. Safe load in tons of 2000 lbs. 8x5 8 x6 8x7 8 x8 8x9 8 x10 8 x11 8 x12 10 . 9.6 11.5 13.4 15.3 17.2 19.2 21.0 23.0 11 . 9.0 10.8 12.6 14.4 16.2 18.0 19.8 21.6 12 . 8.5 10.2 11.9 13.6 15.3 17.0 18.7 20.4 13. 8.1 9.7 11.3 12.9 14.5 16.2 17.7 19.4 14. 7.7 9.2 10.8 12.3 13.9 15.4 16.9 18.4 15. 7.3 8.8 10.2 11.7 13.1 14.6 16.1 17.6 16. 7.0 8.4 9.8 11.2 12.6 14.0 15.4 16.8 17. 6.7 8.0 9.4 10.7 12.1 13.4 14.7 16.0 18. 6.4 7.7 9.0 10.2 11.5 12.8 14.1 15.4 19. 6.1 7.4 8.5 9.7 10.9 12.2 13.3 14.8 20 . 5.8 7.0 8.1 9.3 10.4 11.6 12.8 14.0 21 . 5.5 6.6 7.7 8.8 9.9 11.0 12.1 13.2 22 . 5.3 6.3 7.4 8.4 9.5 10.6 11.6 12.6 Length Dimensions of Cross-Sections in Ins. in feet. Safe load in tons of 2000 lbs. 9x5 9x6 9x7 9x8 9x9 9x10 9x11 9x12 10 . 11.9 14.3 16.7 19.2 21.5 23.8 26.3 28.6 11 . 11.0 13.1 15.3 17.6 19.7 22.0 24.1 26.2 12 . 10.3 12.4 14.4 16.4 18.5 20.6 22.7 24.8 13. 9.8 11.7 13.7 15.6 17.5 19.6 21.5 23.4 14. 9.3 11.3 13.0 14.8 16.7 18.6 20.5 22.6 15. 8.9 10.7 12.5 14.2 16.0 17.8 19.6 21.4 16. 8.5 10.2 11.9 13.6 15.3 17.0 18.7 20.4 17. 8.2 9.8 11.4 13.0 14.7 16.4 17.9 19.8 IS. 7.9 9.5 11.1 12.6 14.2 15.8 17.4 19.0 19. 7.6 9.1 10.7 12.0 13.7 15.2 16.7 18.2 20 . 7.3 8.7 10.2 11.6 13.1 14.6 16.0 19.4 21 . 7.0 8.4 9.8 11.2 12.6 14.0 15.4 17.8 22 . 6.8 8.1 9.5 10.8 12.1 13.6 14.9 16.2 Length Dimensions of Cross-Sections in Ins. in feet. Safe load in tons of 2000 lbs. 10 x6 10x7 10 x8 10x9 10 x10 1 10 x111 10x12 10 . 17.5 20.4 23.4 26.3 29.2 32.1 35.0 11 . 16.2 18.9 21.6 24.3 27.0 29.7 32.4 12 . 15.1 17.6 20.0 22.6 25.1 27.6 30.2 13. 14.2 16.6 19.0 21.3 23.7 26.1 28.4 14. 13.5 15.8 18.0 20.3 22.5 24.8 27.0 15. 12.9 15.1 17.2 19.4 21.5 23.7 25.8 16 . 12.3 14.4 16.4 18.5 20.5 22.6 24.6 17. 11 8 13.7 15.6 17.6 19.6 21.6 23.6 18. 11.3 13.1 15.2 17.0 18.9 21.8 22.6 19. 10.9 12.7 14.6 16.4 18.2 20.0 21.8 20 . 10.5 12.2 14.0 15.8 17.5 19.3 21.0 21 . 10.0 11.7 13.4 15.0 16.7 18.4 20.0 22 . 9.6 11.2 12.8 14.4 16.0 17.6 19.2 (Continued on page 118) 116 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 826 No. 826. All heavy wrought iron eleetroliere, with opalescent glass globes from 16 to 24 inches in diameter, $60.00 to $100.00 each, in black finish. No. 826. Ornamental wrought iron bracket and lantern, with bevel plate glass, 12 to 24 inch lantern, $80.00 to $100.00, in black. No. 827. Wall lantern, from 3 to 5 feet, from $100.00 to $240.00. No. 82.7 117 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 828. Porch lantern, 1 to 2 feet, with double strength crys¬ talline glass, $30.00 to $40.00 each, in black finish. No. 829. Bracket lantern, 3 to 5 feet, plate glass, $80.00 to $160.00, in black finish. Nos. 1850, 1851 and 1852. Heavy wrought steel hinge plates; 18 inches long, $16.00 per pair; 24 inches long, $20.00 per pair; 30 inches long, $24.00 per pair, in black finish. We also furnish any of same in brass or copper, at a slight ad¬ vance. Special designs made to order. STRENGTH OF WHITE PINE STRUTS OR PILLARS. Continued. Length in feet. Dimensions of Cross-Sections in Ins. Safe load in tons of 2000 lbs. 11 x6 11x7 11 x8 11x9 11 x10 11 x11 11 x12 12 . 18.0 21.0 24.0 27.0 30.0 33.0 36.0 13. 16.9 19.7 26.6 25.4 28.2 31.0 33.8 14. 16.0 18.7 21.0 24.0 26 8 29.4 32.0 15. 15.4 17.9 20.4 23.0 25.6 28.1 30.8 16. 14.7 17.2 19.6 22.0 24.6 26.9 29.4 17. 14.2 16.5 18.8 21.2 23.6 25.9 28.4 18. 13.5 15.8 18.0 20.3 22.6 24.9 27.0 19. 13.0 15.2 17.4 19.5 21.8 23.9 26.0 20 . 12.5 14.6 16.8 18.8 21.0 23.0 25.0 21 . 12.0 14.0 16.0 18.0 20.0 22.0 24.0 22 . 11.6 13.5 15.4 17.4 19.4 21.2 23.2 23. 11.2 13.0 14.8 16.7 18.6 20.5 22.4 24. 10.8 12.6 14.4 16.2 18.0 19.8 21.6 (Continued on page 120) 118 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1852 119 SPOKANE ORNAMENTAL IRON & WIRE WORKS. The following pages are devoted to a few designs of the most favorite antique fixtures and trimmings for Mission style homes. Workmanship and finish are of the most artistic, and can be made entirely of wrought iron, brass, burned or hammered copper finish. Special designs submitted upon re¬ quest. No. 830. Nine light chandelier, 30 inches in diameter, 4 by 8 inch lanterns, all iron and copper combination, $100.00 each. No. 831. Lantern, 8 to 15 inches, with opalescent glass, from $8.00 up, according to sizes and number desired. No. 832. Twelve-light candle chandelier, $30.00 each. No. 833. Same lantern as No. 831, with bracket and chain, $3.00 extra. STRENGTH OF WHITE PINE STRUTS OR PILLARS. Continued. Length Dimensions of Cross-Sections in Ins. in feet. Safe load in tons of 2000 lbs. 12 x6 12x7 12 x8 12x9 12 x10 12 x11 12 x12 12 . . 21.0 24.5 28.0 31.5 35.0 38.5 42.0 13. 19.9 23.2 26.4 29.8 33.2 36.4 39.7 14. 18.8 21.9 25.0 28.1 31 4 34.4 37.6 15. 17.9 20.9 23.8 26.8 29.8 32.8 35.8 16. 17.1 20.0 22.8 25.7 28.6 3L4 34.2 17. 16.4 19.1 21.8 24.6 27.4 30.0 32.7 18. 15.7 18.3 21.0 23.6 26.2 28.8 31.4 19. 15.1 17.6 20.2 22.7 25.2 27.7 30.2 20 . 14.6 1 7.0 19.4 21.9 24.4 26.7 29.2 21 . 14.1 16.5 18.8 21.2 23.6 25.8 28.2 22 . 13.6 15.9 18.2 20.5 22.8 25.0' 27.2 23. 13.1 15.3 17.4 19.6 21.8 24.0 26.2 24. 12.6 14.7 16.8 18.9 21.0 23.1 25.2 120 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 832 No. 833 121 o o SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 834. Four lights, 8-inch lanterns, from $60.00 up, according to size of lanterns and number required. In copper, $75.00 and up. No. 835. Eight inch lantern, from $12.00 up, according to size and number required. In copper, from $15.00 up. No. 836. Candle bracket, with 11 by 3 inch wall plate, 5 inches to center of light from wall, $4.00 each in black finish. In copper, $5.00 No. 837. Wrought iron bracket lantern, in black finish, medium weight; 8 inches, $16.00; 10 inches, $20.00; 12 inches, $24.00. Measures are sizes of lanterns in height. Glass furnished in any fixture to suit customer. TABLE OF SAFE LOADS. Safe Load, Uniformly Distributed, for White Pine Beams, Sup¬ ported at Both Ends, in Tons of 2000 Lbs. Beams 6 Inches Deep || Beams 7 Inches Deep Breadth || j Breadth Cl'r span in feet. 3 in. 1 4 in. 1 5 in. 1 6 in. Cl’r span in feet. 3 in. 4 in. 5 in. 6 in. 7 in. 2 3. 4. 5. 6. 2 4.1 5.4 6.8 8.2 9.5 3 2. 2.7 3.3 4. 3 2.7 3.6 4.5 5.4 6.3 4 1.5 2. 2.5 3. 4 2.1 2.7 3.4 4.1 4.6 5 1.2 1.6 2. 2.4 5 1.6 2.2 2.7 3.2 3.8 6 1. 1.3 1.6 2. 6 1.4 1.8 2.2 2.7 3.1 7 .84 1.1 1.4 1.7 7 1.2 1.5 1.9 2.3 2.7 8 .73 .98 1.2 1.5 8 1. 1.3 1.7 2. 2.3 9 .64 .86 1.1 1.3 9 .88 1.2 1.5 1.8 2.1 10 .58 .77 .96 1.2 10 .79 1.1 1.3 1.6 1.8 11 .52 .7 .87 1.1 11 .7 .93 1.2 1.4 1.6 12 .49 .63 .79 .95 12 .65 .86 1.1 1.3 1.5 1 4 .39 .53 .66 .79 14 .55 .73 .91 1.1 1.3 16 .34 .46 .56 .68 16 .47 .62 .78 .94 1.1 18 .28 .4 .49 .59 18 .41 .54 .67 .82 .95 (Continued on page 124) 122 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 838. Double bracket lantern; 8 inch lanterns, $24.00 each, in black. Larger sizes at proportionate prices. In copper throughout, at a slight advance. No. 839. Lantern with perforated sides, no glass; 8 inch lantern, $4.00 each; 10 inch, $5.00; 12 inch, $6.00. With copper ring and rivets, 60c extra. TABLE OF SAFE LOADS—Continued. Safe Live Load, Uniformly Distributed, for White Pine Beams, Supported at Both Ends, in Tons of 2000 Lbs. Beams 8 Inches Deep. (Continued on page 126) 124 SPOKANE ORNAMENTAL IRON & WIRE WORKS. i SPOKANE ORNAMENTAL IRON & WIRE WORKS TABLE OF SAFE LOADS — Continued. Safe Load, Uniformly Distributed, for White Pine Beams, Sup¬ ported at Both Ends, in Tons of 2000 Lbs. Beams 9 Drches Deep. Clear span in feet. Breadth. 3 in. 4 in. 5 in. 6 in. | 7 in. 8 in. 9 in. 3. 4.5 6. 7.5 9. 10.5 12. 13.5 4 . 3.4 4.5 5.6 6.7 7.8 9. 10.1 5. 2.7 3.6 4.5 5.4 6.3 7.2 8.1 6. 2.2 3. 3.7 4.5 | 5.2 5.9 6.4 7. 1.9 2.5 3.2 3.8 4.4 5.1 5.7 8. 1.7 2.2 2.8 3.3 3.9 4.4 5. 9. 1 .5 O 2.4 2.9 3.4 3.9 4.4 10 . 1.3 1.8 2.2 2.6 3.1 3.5 4 . 11 . 1.2 1.6 2. 2.4 2.8 3.2 3.6 12 . 1. 1 1.4 1.8 2.2 2.5 2.9 3.3 14. .92 1.2 1.5 1 .8 2.1 2.4 2.8 16. .8 1. 1.3 1.6 1.8 2.1 2.4 18 . .68 .91 1 .1 1.4 1.6 1 .8 2. 20. .61 .81 1. 1.2 1.4 1.6 2.8 22. .54 .72 .9 1.1 1.2 1.4 1.6 Beams 10 Inches Deep. Clear span Breadth. in feet. 4 in. 5 in. 6 in. 7 in. 8 in. 9 in. 1 10 in. 4 . 5.5 6.9 8.3 9.7 11.1 12.4 13.8 5 . 4.4 5.5 6.6 7.7 8.8 9.9 i 1 . 6 . 3.7 4.6 5.5 6.4 7.3 8.3 9.2 7 . 3.1 3.9 4.7 5.5 6.3 7.1 7.9 8 . 2.7 3.4 4.1 4.8 5.5 6. 6.8 9 . 2.4 3. 3.6 4.2 4.8 5.4 6. 10 . 2.2 2.7 3.3 3.8 4.3 4.9 5.4 11 . 2. 2.5 2.9 3.4 3.9 4.4 4.9 12 . 1.8 2.2 2.7 3.1 3.6 4. 4.5 14 . 1.5 1.9 2.3 2.7 3 t 3.2 3.8 16 . 1.3 1.6 2. 2.3 2.6 2.9 3.3 18 . 1.1 1.4 1.7 2. 2.3 2.6 2.8 20 . 1 . 1 . 3 1.5 1.8 2 2.3 2.5 22 . .9 1 .1 1.3 1.6 1.8 2. 2.2 24 . .8 1. 1.1 1.4 1.6 1.8 2. Beams 11 Inches Deep. Clear span Breadth. in feet. 5 in. 6 in. 7 in. | 8 in. 9 in. 110 in 111 in. 4. 8.4 10.1 12.7 | 13.4 15.1 | 16.7 I 18.4 5. 6.7 8. 9.4 | 10.7 1 12. 13.4 I 14.7 6. 5.6 6.7 7.8 | 8.9 10. 11.1 1 12.2 7. 4.8 5.7 6.7 I 7.6 8.6 | 9.5 | 10.5 8. 4 1 5. 5.8 | 6.6 7.5 | 8.3 1 9.1 9. 3.7 4.4 5.1 5.9 6.6 | 7.3 1 8.1 10. 3.3 4. 4.6 5.3 1 5.9 I 6.6 1 7.2 11. 3. 3.6 4.2 I 4.8 5.4 | 6. i 6.6 12. 2.7 3.3 3.8 | 4.4 [ 4.9 | 5.4 1 6. 14. 2.4 2.8 3.2 | 3.7 I 4.1 | 4.6 1 5.1 16. 2. 2.4 2.8 | 3.3 1 3.6 I 4. I 4.4 18. 1.7 2.1 2.4 2.8 1 3.2 | 3.5 1 3.8 20. 1.5 1.9 2.2 2.5 1 2.8 | 3.1 I 3.4 22. 1.4 1.7 1.9 | 2.2 1 2.5 I 2.8 ! 3. 24. 1.2 1.5 1.7 2. I 2.2 1 2.5 1 2.7 (Continued on page 128) 126 SPOKANE ORNAMENTAL IRON & WIRE WORKS. 127 SPOKANE ORNAMENTAL IRON & WIRE WORKS Antique wrought iron hinge straps, with iron or copper nails; the real iron monger’s make. Per pair, 16 inches, $4.00; 13 inches, $5.00; 20 inches, $6.00; 24 inches, $8.00. Finished in burned black. Larger sizes, or special patterns made to order. TABLE OF SAFE LOADS — Continued. Safe Load, Uniformly Distributed, for White Pine Beams, Sup¬ ported at Both Ends, in Tons of 2000 Lbs. Beams 12 Inches Deep. Clear span in feet. 1 Breadth. 3 in. 4 in. 5 in. 6 in. 7 in. 8 in. 9 in. 1° in. 11 in. 12 in. 6. 4. 5.3 6.6 7.9 9.3 10.6 11.9 13.2 14.6 15.9 7 . 3.4 4.5 5.7 6.8 7.9 9.1 10.2 11.3 12.5 13.6 8. 3. 4. 4.9 5.9 6.9 7.9 8.9 9.9 10.9 11.8 0 . 2.6 3.5 4.4 5.3 6.1 7. 7.9 8.8 9.7 10.5 10. 2.4 3.1 3.9 4.7 5.5 6.3 7.1 7.8 8.6 9.4 11. 2.1 2.8 3.6 4.3 5. 5.7 6.4 7.1 7.8 8.6 12. 1.9 2.6 3.2 3.9 4.5 5.2 5.8 6.5 7.1 7.8 14. 1.6 2.2 2.8 3.3 3.9 4.4 5. 5.5 6.1 6.6 16. 1.4 1.9 2.4 2.9 3.3 3.8 4.3 4.8 5.2 5.7 18. 1.3 1.7 2.1 2.5 2.9 3.3 3.8 4.2 4.6 5. 20. 1.1 1.5 1.9 2.2 2.6 •3. 3.4 3.7 4.1 4.4 22. 1 . 1.3 1.7 2. 2.3 2.6 3. 3.3 3.6 4. 24. .9 1.2 1.5 1.8 2.1 2.4 2.7 3. 3.3 3.6 26. .8 1.1 1.3 1.6 1.9 2.2 2.4 2.7 3. 3.2 28. .7 1 . 1.2 1.5 1.7 1.9 2.2 2.4 2.7 2.9 (Continued on page 130) 128 SPOKANE ORNAMENTAL IRON & WIRE WORKS. < No. 1859 129 SPOKANE ORNAMENTAL IRON & WIRE WORKS House trimmings, made of antique forged wrought iron with cop¬ per combination in burned or black finish. Send numbers end lists for estimates. TABLE OF SAFE LOADS — Continued. Safe Load, Uniformly Distributed, for White Pine Beams, Sup¬ ported at Both Ends, in Tons of 2000 Lbs. Beams 13 Inches Deep. Breadth. Clear in feel 3 in. 4 in. 5 in. 6 in. 7 in. 8 in. 9 in. 10 in. 11 in. 12 in. 13 in. 6. 4.7 6.2 7.8 9.3 10.9112.4 14. 15.5 17.1 18.6 20.2 7 . 4. 5.4 6.7 8.1 9.4 10.7 12.1 13.4 14.8 16.1 17.4 8 . 3.5 4.6 5.8 7. 8.1 9.8 10.4 11.6 12.8 13.9 15.1 9 . 3.1 4.1 5.1 6.2 7.2 8.2 9.3 10.3 11.3 12.3 13.4 10. 2.8 3.7 4.6 5.5 6.5 7.4 8.3 9.2 10.1111.1 12 . 11. 2.5 3.3 4.2 5. 5.8 6.7 7.5 8.4 9.2 10. 10.9 12. 2.3 3.1 3.8 4.6 5.3 6.1 6.9 7.6 8.4 9.2 9.9 14. 1.9 2.6 3.2 3.9 4.5 5.2 5.8 6.5 7.1 7.8 8.4 16. 1.7 2.2 2.8 3.4 3.9 4.5 5. 5.6 6.2 6.7 7.3 18 . 1.5 2. 2.5 3. 3.4 3.9 4.4 4.9 5.4 5.9 6.4 20. 1.3 1.7 2.2 2.6 3.1 3.5 3.9 4.4 4.8 5.2 5.7 22. 1.2 1.6 2. 2.3 2.7 3.1 3.5 3.9 4.3 4.7 5.1 24. 1.1 1.4 1.8 2.1 2.5 2.8 3.2 3.5 3.9 4.2 4.6 26. 1 . 1.3 1.6 1.9 2.2 2.6 2.9 3.2 3.5 3.8 4.1 28. .9 1.2 1.5 1.7 2, 2.3 2.6 2.9 3.2 3.5 3.8 (Continued on page 132) 130 SPOKANE.ORNAMENTAL IRON & WIRE WORKS. 131 SPOKANE ORNAMENTAL IRON & WIRE WORKS Hand hammered steel or copper plaques, of No. 16 sheet metal Nos. 1874 and 1876 are 16 inches in diameter, in steel, $10.00 each; in copper, $12.00 each. No. 1875, 16 inches in diameter, in steel, $12.00; in copper, $16.00. Special designs made to order. TABLE OF SAFE LOADS—Continued. Safe Load, Uniformly Distributed, for White Pine Beams, Sup¬ ported at Both Ends, in Tons of 2000 Lbs. Beams 14 Inches Deep. Clear span | Breadth. in feet. ] 3 in. 4 in. 5 in. 6 in. 7 in. 8 in. 6. 5.4 7.2 9. 10.8 12.6 14.4 7. 4.6 6.2 7.7 9.2 10.8 12.3 8. 4. 5.4 6.7 8.1 9.4 10.8 9. 3.6 4.8 6. 7.2 8.3 9.5 10. 3.3 4.3 5.4 6 . 5 7.5 8.6 11. 2.9 3.9 4.8 5 . 8 6.8 7.8 12. 2.7 3.5 4.4 5 . 3 6.2 7.1 14. 2.3 3 . 3.8 4.5 5.3 6. 16. 2. 2.6 3.3 3.9 4.6 5.2 18. 1.8 2.3 2.9 3.5 4.1 4.7 20. 1.5 2 . 2.5 3.1 3.6 4.1 22. 1.4 1.8 2.3 2.7 3.2 3.6 24. 1.2 1.6 2.1 2.5 2.9 3.3 26. 1 . 1 1 . 5 1.9 2.2 2.6 3. 28. 1 . 1.4 1.7 2. 2.4 2.7 Breadth. 9 in. 10 in. 11 in. 12 in. 13 in. 14 6. 16.2 18. 19.8 21.6 23.4 25 7. 13.9 15.4 16.9 18.5 20. 21 8. 12.1 13.2 14.8 16.1 17.5 . 18 9. 10.7 11.9 13.1 14.3 15.5 16 10. 9.7 10.7 11.8 12.9 14. 15 11. 8.7 9.7 10.7 11.6 12.6 13 12. 8. 8.9 9.7 10.6 11.5 12 14. 6.8 7.5 8.3 9 . 9.8 10 16 . 5.9 6.5 7.2 7.8 8.5 9 18. 5.3 5.9 6.5 7.1 7.6 8 20. 4.6 5.1 5.6 6.1 6.6 7 22. 4.1 4.6 5. 5.5 5.9 6 24. 3.7 4.1 4.5 4.9 5.3 5 26. 3.4 3.7 4.1 4.5 4.8 5 28. 3.1 3.4 3.7 4.1 4.4 4 (Continued on page 134) 132 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1874 No. 1875 No. 1876 133 SPOKANE ORNAMENTAL IRON & WIRE WORKS TABLE OF SAFE LOADS — Continued. Safe Load, Uniformly Distributed, for White Pine Beams, Sup¬ ported at Both Ends, in Tons of 2000 Lbs. Beams 15 Inches Deep. Clear span |_ Breadth. in feet. 3 in. 4 in. 5 in. | 6 in. 7 in. | 8 in. 6. 6.2 8.3 10.4 12.4 14.5 16.6 7. 5.2 7. 8.7 10.5 12.2 14. 8. 4.6 6.2 7.7 9.3 10.8 12.4 9. 4.1 5.4 6.8 8.2 9.5 10.9 10. 3.7 4.9 6.2 7.4 8.6 9.8 11. 3.3 4.5 5.6 6.7 7.8 8.9 12. 3.1 4.1 5.1 6.1 7.1 8.2 14. 2.6 3.4 4.3 5.2 6.1 7 . 16. 2.3 3. 3.8 4.5 5.3 6. 18. 2. 2.6 3.3 3.9 4.6 5.2 20. 1.8 2.4 2.9 3.5 I 4.1 4.7 22. 1.6 2.1 2.6 3.2 3.7 4.1 24. 1.4 1.9 2.4 2.9 3.3 3.8 26. 1.3 1.7 2.2 2.6 3. 3.5 28. 1.2 1.6 1.9 2.3 2.7 3.1 Clear span in feet. Breadth. 9 in. 10 in. 11 in. 12 in. 13 in. 14 in. 15 in. 6. 18.6 20.7 22.8 24.9 26.9 29. 31.1 7. 15.7 17.5 19.2 21. 22.7 24.5 26.2 8. 13.9 15.5 17. 18.6 20.1 21.7 23.2 9. 12.3 13.6 15. 16.3 17.7 19.1 20.4 10. 11.1 12.3 13.5 14.8 16. 17.2 18.5 11. 10. 11.2 12.3 13.4 14.5 15.6 16.7 12. 9.2 10.2 11.2 12.2 13.2 14.3 15.3 14. 7.9 8.7 9.6 10.5 11.4 12.3 13.1 16. 6.8 7.5 8.3 9. 9.8 10.5 11.3 18. 5.9 6.5 7.2 7.9 8.5 9.2 9.8 20. 5.3 5.9 6.5 7.1 7.6 8.2 8.8 22. 4.6 5.2 5.7 6.2 6.7 7.3 7.8 24. 4.3 4.8 5.2 5.7 6.2 6.7 7.1 26. 3.9 4.3 4.7 5.2 5.6 1 6. 6.5 28. 3.5 3.9 4.3 4.7 5. 5.4 5.8 (Continued on page 136) 134 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 502. Hand forged fire dogs, 18 inches high, 20 inch legs, Per set, $16.00. No. 503. Same size as No. 502, $20.00 per pair. 135 . 4 SPOKANE ORNAMENTAL IRON & WIRE WORKS. TABLE OF SAFE LOADS—Concluded. Safe Load, Uniformly Distributed, for White Pine Beams, Sup¬ ported at Both Ends, in Tons of 2000 Lbs. Beams 16 Inches Deep. Clear span Breadth. in feet. 3 in. 4 in. 5 in. 6 in. 7 in. 8 in. 9 in. 6. 7.1 9.4 11.8 14.1 16.5 18.9 21.2 7. 6.1 8.1 10.1 12.1 14.1 16.1 18.1 3. 5.3 7. 8.8 10.6 12.3 14.1 15.8 9. 4.7 6.2 7.8 9.4 10.9 12.5 14.1 10. 4.2 5.6 7. 8.4 9.8 11.2 12.6 11. 3.8 5.1 6.4 7.6 8.9 10.2 11.4 12. 3.5 4.6 5.8 7. 8.1 9.3 10.4 14. 3. 3.9 4.9 5.9 6.9 7.9 8.9 16. 2.6 3.4 4.3 5.1 6. 6.8 7.7 18. 2.3 3. 3.8 4.5 5.3 6. 6.8 20. 2 . 2.7 3.4 4. 4.7 5.4 6. 22. 1.8 2.4 3. 3.6 4.2 4.8 5.4 24. 1.6 2.2 2.7 3.3 3.8 4.3 4.9 26. 1.5 2. 2.5 3. 3.5 3.9 4.4 28. 1.4 1.8 2.3 2.7 3.2 3.6 4.1 Clear span Breadth. in feet. 10 in. 11 in. 12 in. 13 in. 14 in. 15 in. 16 in. 6. 23.6 25.9 28.3 30.6 33. 35.4 37.7 7. 20.2 22.2 24.2 26.2 28.2 30.2 32.3 8. 17.6 19.4 21.1 22.9 24.7 26.4 28.2 9. 15.6 17.2 18.7 20.3 21.9 23.4 25. 10. 14. 15.4 16.8 18.2 19.6 21. 22.4 11. 12.7 14. 15.2 16.5 17.8 19.1 20.3 12. 11.6 12.8 13.9 15.1 16.2 17.4 18.6 14. 9.9 10.9 11.8 12.8 13.8 14.8 15.8 16. 8.6 9.4 10.3 11.1 12 . 12.8 13.7 18. 7.5 8.3 9. 9.8 10.5 11.3 12 . 20. 6.7 7.4 8. 8.7 9.4 10.1 10.7 22 6. 6.6 7.2 7.8 8.4 9 . 9.6 24. 5.4 6. 6 5 7.1 7.6 8.1 8.7 26. 4.9 5.4 5.9 6.4 6.9 7.4 7.9 28. 4.5 5. 5.4 5.9 6.3 6.8 7.2 136 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 504. Two feet high, $24.00 per pair. No. 505. 15 inches high, $10.00 per pair. 137 Spokane ornamental iron & wire works No. 506. Fire dogs, 2 feet high, $30.00 per pair. Special designs and sizes made to order. No. 507. Fire set, $36.00. All hand wrought, hand hammered or smooth finish. Nos. 508 to 512. Fire place frames in black iron, with burnt copper nails, or solid copper and brass, from $6.00 to $12.00 each. Also without nail heads, from $4.00 up. BEAMS. Safe Load, Uniformly Distributed for J. & L. Steel Co.’s Steel Beams, in Tons of 2000 Lbs. Distance in feet between supports. 24-Inch Beam, Standard. 100 lbs. | 95 lbs. 90 lbs. 85 lbs. 80 lbs. 10. 105.32 102.18 99.04 95.90 92.76 11. 95.74 92.89 90.04 87.18 84.33 12. 87.76 85.15 82.53 79.92 77.30 13. 81.01 78.60 76.18 73.77 71.36 14. 75.23 72.99 70.74 68.50 66.26 15. 70.21 68.12 66.03 63.93 61.84 16. 65.82 63.86 61.90 59.90 57.97 17. 61.95 60.10 58.26 56.41 54.57 18. 58.51 56.76 55.02 53.28 51.53 19. 55.42 53.78 52.13 50.47 48.82 20. 52.66 51.09 49.52 47.95 46.38 21. 50.15 48.66 47.16 45.67 44.17 22. 47.87 46.44 45.02 43.59 42.16 23. 45.79 44.43 43.06 41.69 40.33 24. 43.88 42.57 41.27 39.96 38.65 25. 42.13 40.87 39.62 38.36 37.11 26. 40.51 39.30 38.09 36.88 35.68 27. 39.01 37.84 36.68 35.52 34.36 28. 37.61 36.49 35.37 34.25 33.13 29. 36.31 35.23 34.15 33.07 31.99 30. 35.11 34.06 33.01 31.97 30.92 31. 33.97 32.96 31.95 30.94 29.92 32. 32.91 31.93 30.95 29.97 • 28.98 33. 31.91 30.96 30.01 29.06 28.11 34. 30.98 30.05 29.13 28.20 27.28 35. 30.09 29.19 28.30 27.40 26.50 36. 29.25 28.38 27.51 26.64 25.76 Safe load includes weight of Beam, Maximum fiber strain of 16,000 lbs. per square inch. (Continued on page 140) 138 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 507 No. 50C 139 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 513. Spark guards, made to order, of heavy wire screen; sizes up to 3 feet by 3 feet and 6 inches, $8.00 each. No. 514. Fender with four leaves, 12 by 24 inches, finished in black and trimmed with brass ornaments, $10.00; with 3 leaves, $14.00. Special trimmings and fire place fixtures made to order, and we will cheerfully submit designs for same. BEAMS—Continued. Safe Load, Uniformly Distributed for J. & L. Steel Co.’s Steel Beams, in Tons of 2000 Lbs. Distance in 20-Inch Beam, Heavy Section. feet between supports. 100 lbs. 95 lbs. 90 lbs. 85 lbs. 80 lbs. 10. 88.66 86.05 83.43 80.82 78.21 11. 80.59 78.22 75.84 73.47 71.10 12. 73.88 71.70 69.53 67.35 65.17 13. 68.20 66.19 64.18 62.17 60.16 14. 63.33 61.46 59.59 57.73 55.86 15. 59.11 57.36 55.62 53.88 52.14 16. 55.41 53.78 52.15 50.51 48.88 17. 52.15 50.61 49.08 47.54 46.00 18. 49.25 47.80 46.35 44.90 43.45 19. 46.66 45.29 43.91 42.54 41.16 20. 44.33 43.02 41.72 40.41 39.10 21. 42.22 40.97 39.70 38.49 37.24 22. 40.30 39.11 37.93 36.74 35.55 23. 38.55 37.41 36.28 35.14 34.00 24. 36.94 35.85 34.76 33.68 32.59 25. 35.46 34.42 33.37 32.33 31.28 26. 34.10 33.09 32.09 31.08 30.08 27. 32.83 31.87 30.90 29.93 28.97 28. 31.66 30.73 29.80 28.87 27.93 9Q • 30.57 29.67 28.77 27.87 26.97 30.. 29.55 28.68 27.81 26.94 26.07 31. 28.60 27.76 26.91 26.07 25.23 32. 27.70 26.89 26.07 25.25 24.44 Safe load includes weight of Beam, Maximum fiber strain of 16,000 lbs. per square inch. (Continued on page 142) 140 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 513 No. 514 141 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Wrought iron crestings and finials. The up to date builder has long abandoned the old style east iron crestings and finials. commonly used some years ago, and concluded that the best is the cheapest by far, so in an ornament which is exposed to all kinds of weather. The fo 1 lowing pages show a few of the popu¬ lar designs which we manufacture and are substantially built to correspond with their respective sizes. No. 309. 12 inches high, $1.00; 15 inches high, $1.20; 18 inches high, $1.40; 20 inches high, $1.60 per lineal foot. Finials to match, $2.40 each. No. 310. 12 inches high, 60c; 18 inches high, 80c per lineal foot. Finials, $1.60 each. No. 311. 12 inches high, $1.00; 15 inches high, $1.20; 18 inches high, $1.60 per lineal foot. Finials to match, $2.00. 142 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 309 S\_/cD l \ I 2s x£) dr fl PT 4. 1 No. 311 143 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 312. 18 inches high, $1.60; 20 inches high, $2.00; 24 inches high, $2.40 per lineal foot. Finials to match, $2.40 each. No. 313. 15 inches high, $1.20; 18 inches high, $1.60 per lineal foot; 21 inches high, $1.80 per lineal foot. Finials, $2.00 each. No. 314. 18 inches high, $1.20; 20 inches high, $1.60; 24 inches high, $1.80 per lineal foot. Finials, $2.00 each. No. 308. 18 inches high, $1.40; 20 inches high, $1.60; 24 inches high, $2.00 per lineal foot. Finials, $2.00 each. No. 307. Same prices as No. 308. BEAMS—Continued. Safe Load, Uniformly Distributed for J. & L. Steel Co.’s Steel Beams, in Tons of 2000 Lbs. Distance 20-lnch Beam, Standard. between supports. 75 lbs. 70 lbs. 65 lbs. 10 . 68.13 65.51 62.90 11 . 61.93 59.56 57.18 12 . 56.82 54.59 52.41 13 . 52.40 50.39 48.38 14 . 48.66 46.79 44.93 15 . 45.42 43.67 41.93 16 . 42.58 40.94 39.31 17 . 40.07 38.54 37.00 18 . 37.85 36.40 34.94 10 . 35.86 34.48 33.10 20 . 34.06 32.76 31.45 21 . 32.44 31.20 29.95 22 . 30.97 29.78 28.59 23 . 29.62 28.48 27.35 24 . 28.41 27.29 26.21 25 . 27.25 26.20 25.16 26 . 26.20 25.19 24.19 27 . 25.23 24.26 23.29 28 . 24.33 23.45 22.46 29 . 23.49 22.59 21.69 30 . 22.71 21.83 20.97 31 . 21.98 21.13 20.29 32 . 21.29 20.47 19.66 Safe load includes weight of Beam, Maximum fiber strain of 16,000 lbs. per square inch. (Continued on page 146) 144 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 312 No. 314 143 SPOKANE ORNAMENTAL IRON & WIRE WORKS Wrought iron vanes and finials, built to last, and finished in black with genuine gold leaf trimmings. No. 354. 6 to 8 feet high, $30.00 each. No. 355. 4 feet high, $10.00 each. No. 356. 4 foot vane, $18.00 each. No. 357. Galvanized iron hood or caps to fit steeple top; made to order, 3 feet long, $10.00 each. BEAMS—Continued. Safe Load, Uniformly Distributed for J. & L. Steel Co.’s Steel Beams, in Tons of 2000 Lbs. Distance between supports in feet. 18 inch I. 70 lbs. 65 lbs. 60 lbs. 55 lbs. 10 . 54.52 52.16 49.80 47.06 11 . 49.56 47.42 45.27 42.78 12 . 45.43 43.47 41.50 39.22 13 . 41.94 40.12 38.30 36.20 14. 38.94 37.26 35.57 33.62 15 . 36.34 34.77 33.20 31.38 16 . 34.07 32.60 31 .12 29.42 17 . 32.07 30.68 29.29 27.63 18 . 30.29 28.98 27.66 26.14 19 . 28.70 27.46 26.21 24.77 20 . 26.26 26.08 24.90 23.52 21 . 25.97 24.84 23.71 22.41 22 . 24.78 23.71 22.63 21.39 23 . 23.70 22.68 21.65 20.46 24 . 22.71 21.73 20.75 19.61 25 . 21.81 20.86 19.92 18.82 26 . 20.79 20.06 19.15 18.10 27 . 20.19 19.32 18.44 17.43 28 . 19.47 18.63 17.78 16.81 29 . 18.80 17.99 17.17 16.23 30 . 18.17 17.39 16.60 15.69 Safe load includes weight of Beam, Maximum fiber strain of 16,000 lbs. per square inch. (Continued on page 148) 146 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 355 No. 356 No. 357 147 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 358. Horse vane, 3 feet 6 inches long, swell bodied copper vane, genuine gold leaf finished, $50.00 each. No. 359. Five point star, 9 inches, $5.00; 12 inches, $6.00; 15 inches, $8.00; 18 inches, $12.00; 24 inches, $18.00 each. No. 360. Spun metal halls, with stem, in genuine gold leaf finish. 3 inches, 80c; 4 inches, $1.20; 5 inches, $1.60; (5 inches, $2.20; 7 inches, $3.60; 8 inches, $4.00; 9 inches, $7.00; 10 inches, $8.00; 12 inches, $15.00. BEAMS — Continued. Safe Load, Uniformly Distributed for J. & L. Steel Co.’s Steel Beams, in Tons of 2000 Lbs. Distance between supports in feet. 15 inch I. 80 lbs. 70 lbs. ' 60 lbs. 50 lbs. 45 lbs. 42 lbs. 10. 51.15 47.23 38.47 34.55 32.59 31.41 11. 46.50 42.93 34.97 31.41 29.63 28.56 12.:. . 42.62 39.36 32.06 28.79 27.16 26.18 13. 39.35 36.33 29.59 26.58 25.07 24.16 14. 36.54 33.73 27.48 24.68 23.28 22.44 15. 34.10 31.49 25.65 23.03 21.73 20.94 16. 31.97 29.52 24.04 21.59 20.37 19.63 17 . 30.09 27.78 22.63 20.32 19.17 18.48 18. 28.42 26.24 21.37 19.19 18.10 17.45 19. 26.92 24.86 20.25 18.18 17.15 16.53 20. 25.57 23.61 19.23 17.26 16.29 15.71 21. 24.36 22.49 18.32 16.45 15.52 14.96 22. 23.25 21.47 17.49 15.70 14.81 14.28 23. 22.24 20.53 16.73 15.02 14.17 13.66 24. 21.31 19.68 16.03 14.40 13.58 13.09 25. 20.46 18.89 15.39 13.82 13.04 12.56 26. 19.67 18.16 14.80 13.29 12.53 12.08 27. 18.95 17.49 14.24 12.80 12.07 11.63 28. 18.27 16.87 13.74 12.34 11.64 11.22 29. 17.64 16.29 13.26 11.91 11.24 10.83 30. 17.05 15.74 12.82 11.52 10.86 10.47 Safe load includes weight of Beam, Maximum fiber strain of 16,000 lbs. per square inch. (Continued on page 150) 14-8 No. 359 149 No. 360 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 361. Finial, 5 to 7 feet high, wrought iron, finished, in black, trimmed with genuine gold leaf, $36.00 each. No. 362. Wrought iron towei cross, 5 to 7 feet high; same finish as No. 361, $20.00 each. No. 353. Wrought iron finial, 5 to 6 feet high; same finish as above, $30.00 each. No. 363. Copper eagles, on ball and base or ball and stem for flag poles; genuine gold leaf finish. 6 inches, $5.00; 12 inches, $10.00; 15 inches, $15.00; 18 inches, $18.00; 24 Inches, $22.00; 30 inches, $32.00; 36 inches, $40.00; 42 inches, $48.00; 48 inches, $64.00 each. BEAMS—Continued. Safe Load, Uniformly Distributed for J. & L. Steel Co.’s Steel Beams, in Tons of 2000 Lbs. Distance between supports in feet. 12 inch I. 55 lbs. 50 lbs. 45 lbs. 40 lbs. 35 lbs. 1 |31.5 lbs. 10. 28.61 27.04 25.48 21.85 20.28 | 19.18 11. 26.01 24.58 23.16 19.86 18.44 | 17.44 12. 23.84 22.54 21 .23 18.21 16.90 | 15.99 13. 22.01 20.80 19.60 16.81 15.60 1 14.76 14. 20.44 19.32 18.20 15.62 14.49 | 13.70 15. 19.08 18.03 16.98 14.56 13.52 | 12.79 16. 17.88 16.90 15.92 13.66 12.68 | 11.99 17. 16.83 15.91 14.99 12.85 11.93 j 11.28 18. 15.90 15.02 14.15 12.14 11 .27 | 10.66 19. 15.06 14.23 13.41 11.50 10.62 | 10.10 20. 14.31 13 .52 12.74 10.93 10.14 I 9.59 21. 13.63 12.88 12.13 10.41 9.66 | 9.14 22. 13.01 12.29 11.58 9.93 9.22 1 8.72 23. 12.44 11.76 11.08 9.50 8.82 I 8.34 24. 11.92 11.27 10.61 9.10 8.45 7.99 25. 11.45 10.82 10.19 8.75 8.11 1 7.67 26. 11.01 10.40 9.80 8.40 7.80 1 7.38 27. 10.60 10.02 9.43 8.09 7.51 I 7.10 28. 10.22 9.66 9-.10 7.81 7.24 | 6.85 29. 9.87 9.33 8.78 7.53 6.99 I 6.62 30. 9.54 9.01 8.48 7.28 6.76 | 6.39 Safe load includes weight of Beam, Maximum fiber strain of 16,000 lbs. per square inch. (Continued on page 152) 150 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 362 161 No. 363 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 364. Eagle vane, 15 inch spread, $30.00 each; 20 inch spread, $36.00 each. No. 365. Cross, 5 to 7 feet high, $20.00 each. No. 366. Rooster instead of eagle vane, same mounting as No. 364; 18 inches high, 24 inch arrow, double thickness copper, $18.00; 30 inch arrow, $22.00 each. BEAMS—Continued. Safe Load, Uniformly Distributed for J. & L. Steel Co.’s Steel Beams, in Tons of 2000 Lbs. Distance between supports in feet. 10 inch I. 40 lbs. 35 lbs. 30 lbs. 25 lbs. 10 . 16.94 15.64 14.33 13.02 11 . 15.40 14.22 13.03 11.85 12 . 14.12 13.03 11.94 10.85 13 . 13.03 12.03 11.02 10.02 14 . 12.10 11.17 10.24 9.30 15 . 11.30 10.42 9.55 8.68 16 . 10.59 9.77 8.96 8.14 17 . 9.97 9.20 8.43 7.66 18 . 9.41 8.69 7.96 7.24 19 . 8.92 8.23 7.54 6.85 20 . 8.47 7.82 7.16 6.51 21 . 8.07 7.45 6.82 6.20 22 . 7.71 7.11 6.51 5.92 23 . 7.37 6.80 6.23 5.66 24 . 7.06 6.52 5.97 5.43 25 . 6.78 6.25 5.73 5.21 26 . 6.52 6.01 5.51 5.01 27 . 6.27 5.79 5.31 4.82 28 . 6.05 5.58 5.12 4.65 29 . 5.83 5.39 4.94 4.49 30 . 5.65 5.21 4.77 4.34 Safe load includes weight of Beam, Maximum fiber strain of 16,000 lbs. per square inch. (Continued on page 154) 152 SPOKANE ORNAMENTAL IRON & WIRE WORKS. SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1900. Stall guard, extra heavy, with 1\4 by % inch channel frames, 2 % inch mesh, No. 8 hard crimped wire, 60c per square foot; measures estimated in the full square. No. 1901. Square O. G. end, stall guard. No. 1902. Water trough, fitted with safety overflow and plug outlet, coupling 25 by 15 by 12 inches deep, $6.00 each. No. 1903. No. 1905. No. 1904. With high back, $7.50 each. Cask iron hay rack, full half or corner, $2.40 each. Wrought iron feed rack, full half or corner, $3.00 each. No. 1906. Stall gutter, 5y 2 inches wide, 1% inches deep, in 4 feet to 4 feet 6 inch lengths, with or without cutlet spout and connecting lip, 40c per lineal foot. BEAMS—Continued. Safe Load, Uniformly Distributed for J. & L. Steel Co.’s Steel Beams, in Tons of 2000 Lbs. Distance between supports in feet. 9 inch I. Distance between supports in.feet. 8 inch I. 30 • lbs. 25 lbs. 21 lbs. 25.25 lbs. 20.25 lbs. 17.75 lbs. 10 12.18 11.00 10.06 5 18.31 16.21 15.17 11 11.07 10.00 9.15 6 15.26 13.51 12.64 12 10.15 9.17 8.39 7 13.08 11.58 10.83 13 9.36 8.46 7.74 8 11.44 10.13 9.48 14 8.70 7.86 7.19 9 10.17 9.01 8.43 15 8.12 7.34 6.71 10 9.15 8.11 7.58 16 7.61 6.88 6.29 11 12 8 ..& 7.63 7.37 6.76 6.89 6.32 17 7.16 6.47 5.92 13 7.04 6.24 5.83 18 19 6.76 6.41 6.11 5.79 5.60 5.30 14 6.54 5.79 5.42 20 6.09 5.50 5.03 15 6.10 5.40 5.06 21 5.80 5.24 4.79 16 5.72 5.07 4.74 22 5.53 5.00 4.57 17 5.38 4.76 4.46 23 5.29 4.78 4.36 18 5.08 4.50 4.21 24 5.07 4.58 4.19 19 4.82 4.27 3.99 25 4.87 4.40 4.02 20 4.58 4.05 3.79 26 4.68 4.23 3.87 21 4.36 3.86 3.61 Safe load includes weight of Beam, Maximum fiber strain of 16,000 lbs. per square inch. (Continued on page 156) 154 SPOKANE ORNAMENTAL IRON' & WIRE WORKS. No. 1900 155 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1907. Corner feed boxes, with food guard 16 by 10 inches deep, $3.00 each. No. 1908. With extra wide food guard, $3.60 each. No. 1909. Stall post, 5 inches diameter, 4 inch groove, 4 feet high, with 6 inch heavy iron base, $10.00 each. No. 1910. Magic feed box, standard size, $4.00 each; feed can be regulated by simple device. BEAMS—Continued. Safe Loads, Uniformly Distributed for J. & L. Steel Co.’s Steel Beams, in Tons of 2000 Lbs. Distance between supports in feet 7 inch I. Distance between supports in feet. 6 inch I. 20 lbs. 15 lbs. 17.25 lbs. 12.25 lbs. 8 . 8.04 6.90 5 9.31 7.74 9 . 7.15 6.13 6 7.76 6.45 10 . 6.44 5.52 7 6.65 5.53 11 . 5.85 5.02 8 5.82 4.84 12 . 5.36 4.60 9 5.17 4:30 13 . 4.95 4.25 10 4.66 3.87 14 4 fif) 2 0 4 15 . 4.29 3.68 11 4.23 3.52 16 . 4.02 3.45 12 3.88 3.23 17 . 3.79 3.25 13 3.58 2.98 14 3.33 2.77 18 . 3.57 3.07 15 3.10 2.58 19 . 3.37 2.91 16 2..91 2.42 20 . 3.22 2.76 17 2.74 2.28 21 . 3.06 2.63 18 2.59 2.15 22 . 2.93 2.51 19 2.45 2.04 23 . 2.80 2.40 20 2.33 1 .93 24 . 2.68 2.30 21 2.22 1.84 . 25 . 2.57 2.21 22 2.12 1.76 Safe load includes weight of Beam. Maximum fiber strain of 16,000 lbs. to square inch. (Continued on page 158) 156 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1910 157 SPOKANE ORNAMENTAL IRON & WIRE WORKS Jail, Prison and Asylum Cells. Any style and make, chilled steel and iron bar cages, cannot be sawed or broken, ribbon steel safety cages and heavy wire guards, etc. Estimates, plans and details submitted free of charge. BEAMS — Concluded. Safe Loads, Uniformly Distributed for J. & L. Steel Co.’s Steel Beams, in Tons of 2000 Lbs. Dist. betw. sup’ts in ft. 1 5 inch I. Dist. betw. sup’ts in ft. 1 4 inch I. Dist. betw. sup’ts ip, ft. ' 3 inch I. 14.75 lbs. 9.75 lbs. 10.5 lbs. 7.5 lbs. 7.5 lbs. 5.5 lbs. 5 6.47 5.16 5 3.81 3.18 5 2.08 1.76 6 5.39 4.30 6 3.17 2.65 6 1.73 1.47 7 4 6 9 3 68 7 9 79 9 9 7 8 4.04 3.22 7 1.49 1.26 — 8 2.38 1.90 8 1.30 1.10 9 3.59 2.87 9 2.12 1.77 9 1.16 .98 10 3.23 2.58 10 1.90 1.59 10 1.04 .88 11 2.94 2.34 11 1.73 1.45 11 .95 .80 12 2.69 2.15 12 1.59 1.33 12 .87 .73 13 2.49 1.98 13 1.46 1.22 13 .80 .68 14 2.31 1.84 14 1.36 1.14 14 .74 .63 15 2.16 1.72 15 1.27 1.06 15 .69 .59 16 2.02 1.61 16 1.19 .99 16 .65 .55 17 1.90 1.52 17 1.12 .94 17 .61 .52 18 1.80 1.43 18 1.06 .88 18 .58 .49 19 1.70 1.36 19 1.00 .82 19 .55 .46 20 1*32 1.29 20 .95 .79 20 .52 .44 21 1.54 1.23 21 .91 .75 21 .50 .42 22 1.47 1.17 22 .88 .72 22 .48 .40 Safe load includes weight of Beam. Maximum fiber strain of 16,000 lbs. to square inch. 158 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1911 159 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1913. Solid steel shutters in wrought iron frames, with double lever locking device, $1.00 per square foot. Nos. 1914 and 1915. Cast iron wheel and door guards, any size made to order, 8c per pound. No. 1916. Cast iron vestibule door sills, made to suit, any size or style. Prices upon receipt of details. No. 1917. Wrought iron area grating, any weight and size; with frame, 12c; without frame, 10c per pound. CHANNELS. Safe Loads, Uniformly Distributed for J. & L. Steel Co.’s Steel Channels, in Tons of 2000 Lbs. 15 inch. 12 inch. Dist. betw. 55 33 Dist. betw. 40 20.5 sup’ts in ft. lbs. lbs. sun'ts in ft. lbs. lbs. 10 30.85 22.22 10 17.50 11.38 11 28.05 20.20 11 15.91 10.35 12 25.71 18.52 12 14.59 9.48 13 23.73 17.10 13 13.46 8.76 . 14 22.04 15.87 14 12.50 8.13 15 20.57 14.82 15 11.67 7.59 16 19.28 13.89 16 10.94 7.12 17 18.15 13.07 17 10.30 6.69 18 17.14 12.35 18 9.72 6.33 19 16.24 11.69 19 9.21 5.99 20 15.43 11.11 20 8.75 5.69 21 14.69 10.58 21 8.34 5.42 22 14.02 10.10 22 7.96 5.18 23 13.41 9.66 23 7.61 •4.95 24 12.86 9.26 24 7.29 4.74 25 12.34 8.89 25 7.00 4.55 26 11.87 8.55 26 6.73 4.38 27 11.43 8.23 27 6.48 4.22 28 11.02 7.94 28 6.25 4.07 29 10.64 7.66 29 6.04 3.92 30 10.28 7.41 30 5.83 3.79 Safe load includes weight of Channel. Maximum fiber strain of 16,000 lbs. to square inch. (Continued on page 162) 160 SPOKANE ORNAMENTAL IRON & WIRE WORKS y ■ ■ SWA '// /• h.'Hf/, Vff/vt- ■ ; v . •M. illiI .'/• ■ r. '//'■ '• • ■IlltWII, ’ll/lilHIh WM/. fu'swm.'tniiirwni- vm •rn , n, wm i/fiiin umi w/W /.'/////////. •inim, w//sr% niuiiii w/ha UMW , /,/ • ///. ,(/•/, •nw ' '/'i/ fl'I/l/l ' ■ ■WHH No. 1913 if 'it & r ^1 No. 1914 t i No. 1915 No. 1916 No. 1917 161 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1918. Manholes, size of cut, $14.00 each. No. 1919. Ash doors, 10 by 10 inch, $2.40; 12 by 12 inch, $2.80; 14 by 16 inch, $6.00; 16 by 16 inch, $9.00; 18 by 18 inch, $10.00; 24 by 24 inch, $18.00; 24 by 36 inch, $22.00 each. No. 1920. Shutter eyes, 60c per pair. No. 1921. Cement sidewalk lights, with plain or prismatic glass tile, iron framing and glass, complete for erection, made to suit any size-; with plain glass tile, $2.40 per square foot; with prismatic tile, $4.00 per square foot. Any cement worker can easily erect same in first class shape. CHANNELS — Continued. Safe Loads, Uniformly Distributed for J. & L. Steel Co.’s Steel Channels, in Tons of 2000 Lbs. 10 inch. 9 inch. Dist. betw. 35 15 D'ist. betw. 25 13.25 sup’ts in ft. lbs. lbs. sup’ts in ft. lbs. lbs. 10 12.36 7.13 10 8.37 5.61 11 11.24 6.49 11 7.61 5.10 12 10.30 5.94 12 6.98 4.67 13 9.51 5.49 13 6.44 4.31 14 8.83 5.10 14 5.98 4.01 15 8.24 4.75 15 5.58 3.74 16 7.73 4.46 10 5.23 3.51 17 7.27 4.20 17 4.92 3.30 18 6.87 3.96 18 4.65 3.12 19 6.51 3.75 19 4.41 2.95 20 6.18 .3.57 20 4.19 2.80 21 5.89 3.44 21 3.99 2.67 22 5.62 3.24 oo 3.81 2.55 23 5.37 3.10 23 3.64 2.44 24 5.15 2.97 24 3.49 2.34 25 4.95 2.85 25 3.35 2 24 26 4.75 2.74 26 3.22 2.16 27 4.58 2.64 27 3.10 2.08 28 4.41 2.55 28 2.99 2.01 29 4.26 2.46 29 2.89 1.93 30 4.12 2.38 30 2.79 1.87 Safe load includes weight of Channel. Maximum liber strain of 16,000 lbs. to square inch. (Continued on page 164) 162 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1919 i No. 1918 SIDE VIEW. No. 1920 No. 1921 163 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1922. Solid cast iron coal hole, standard size 16 inches in diameter, $10.00 each. No. 1923. Illuminated coal hole, same size, $16.00 each. No. 1924. Heavy track drain, 18 by 24 inches, $24.00 each. No. 1925. Cast iron treads and sills; prices according to details and quantity required. CHANNELS — Continued. Safe Loads, Uniformly Distributed for J. & L. Steel Co.’s Steel Channels, in Tons of 2000 Lbs. 8 Dist. betw. sup’ts in ft. nch. 21.25 lbs. 11.25 lbs. 7 Dist. betw. sup’ts in ft. inch. 19.75 lbs. 9.75 lbs. 10 6.40 4.32 5 10.09 6.43 11 5.82 3.93 6 8.41 5.36 12 5.33 3.60 7 7.20 4.59 13 4.92 3.32 8 6.30 4.02 14 4.57 3.08 9 5.61 3.57 15 4.27 2.88 10 5.04 3.22 16 4.00 2.70 11 4.58 2.92 17 3.76 2.54 12 4.20 2.68 18 3.56 2.40 13 3.88 2.47 19 3.37 2.27 14 3.60 2.29 20 3.20 2.16 15 3.36 2.14 21 3.05 2.06 16 3.15 2.01 22 2.91 1 .96 17 2.97 1.89 23 2.78 1.88 18 2.80 1.78 24 2„ 67 1.80 19 2.64 1.69 25 2.56 1.73 20 2.52 1.61 26 2.46 1.66 21 2.40 1.53 27 2.37 1.60 22 2.29 1.46 28 2.28 1.54 23 2.19 1.40 29 2.21 1.49 24 2.10 1.34 30 2.13 1.42 25 2.02 1.29 Safe load includes weight of Channel. Maximum fiber strain of 16,000 lbs. to square inch. (Continued on page 166) 164 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1922 No. 1924 165 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1927—Girder. No. 1929—Lintel. No. 1928—Girder. No. 1930—Lintel. For estimates, give sizes, number and thickness of metal required, or state safe loads for beams and girders. We can quote you promptly and furnish in most cases from local stock. CHANNELS — Continued. Safe Loads, Uniformly Distributed for J. & L. Steel Co.’s Steel Channels, in Tons of 2000 Lbs. 6 inch. 5 inch. Dist. betw. 15.5 8 Dist. betw. ! 11.5 6.5 sup’ts in ft. lbs. lbs. sup’ts in ft. lbs. lbs. 5 6.97 4.62 5 4.47 8.16 6 5.81 3.85 6 3.73 2.64 7 4.98 3.30 7 3.19 2.26 8 4.36 2.89 8 2.79 1.98 9 3.87 2.57 9 2.48 1.76 10 3.49 2.31 10 2.23 1.58 11 3.17 2.10 11 2.03 1.44 12 2.91 1.93 12 1.86 1.32 13 2.68 1.78 13 1.72 1.22 14 2.49 1.65 14 1.59 1 . 13 15 2.32 1.54 15 1.49 1.05 16 2.18 1.44 16 1.39 .99 17 2.05 1.36 17 1.31 .93 18 1.93 1.28 18 1.21 . 88 19 1.84 1.22 19 1.17 . 83 20 1.74 1.15 20 1.11 .79 21 1.66 1.10 21 1.06 . 75 22 1.58 1.05 22 1.01 . 72 23 1.52 1.00 23 .97 .69 24 1.45 .96 24 .93 .66 25 1.39 .92 25 .89 .63 Safe load includes weight of Channel. Maximum fiber strain of 16,000 lbs. to square inch. (Continued on page 168) SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1927 No. 1929 SPOKANE ORNAMENTAL IRON & WIRE WORKS, No. 1931. Lintel. Nos. 1932 to 1938 inclusive. Wrought iron construction anchors, bolts, stirrups and plates. For estimates send number and sizes of materials wanted. CHANNELS—Concluded. Safe Loads, Uniformly Distributed for J. & L. Steel Co.’s Steel Channels, in Tons of 2000 Lbs. 4 nch. 3 inch. Dist. betw. 7.25 5.25 Dist. betw. 6 4 sup’ts in ft. lbs. lbs. sup’ ts in ft. lbs. lbs. 5 2.44 2.02 5 1.48 1.16 6 2.04 1.69 6 1.23 .97 7 1.74 1.44 7 1.06 .83 8 1.53 1.26 8 .92 . 73 9 1.36 1.12 9 .82 .65 10 1.22 1.01 10 .74 .58 11 1.11 .92 11 .67 .53 12 1.02 . 84 12 ' .62 .48 13 .94 .78 13 .57 .45 14 .87 .76 14 .53 .41 15 .81 .67 15 .49 .39 16 .76 .63 16 .46 .36 17 .72 .60 17 .43 .34 18 .68 .56 1 8 .41 .32 19 .64 .53 19 .39 .31 20 .62 .51 20 .37 .29 21 .58 .49 21 .35 .28 22 .55 .46 22 .33 .26 23 . 53 .44 23 .32 .25 24 .51 .42 24 .31 .24 25 .49 .40 25 .29 .23 Safe load includes weight of Channel. Maximum fiber strain of 16,000 lbs. to square inch. 168 SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1931 No. 1932 No. 1933 No. 1937 SPOKANE ORNAMENTAL IRON & WIRE WORKS. Cast iron grate bars for any fuel made to order. Give size and style of grates wanted. TEES. Safe Loads, in Tons of 2000 Lbs., Uniformly Distributed, for Jones & Laughlin Steel Co.’s Tees. Distance Between Supports in Feet. Sect. No. Size flange by stem. 1 2 3 4 5 6 7 8 9 10 T20 4 x 5 13.40 6.70 4.47 3.35 2.68 2.23 1.91 1 1.68 1.49 1.34 T21 4 x 4% 12.22 6.11 4.07 3.06 2.44 2.04 1.75 1.53 1.36 1.22 T22 4 x 4 y 2 11.03 5.51 3.67 2.76 2.20 1.84 1.57 1.3811.22 1.10 T1 4 x 4 8.75 4.37 2.92 2.19 1.75 1.46 1.25 1.09 .97 .88 T2 4 x 4 7.71 3.86 2.57 1.93 1.54 1.29 1.10 .96 .86 .77 T3 3 l/ 2 X 3% 5.53 2.77 1.84 1.38 1.11 .92 .79 .69 .61 .55 T4 3V 2 x 31/2 4.79 2.39 1.60 1.20 .96 .80 .69 .60 .53 .48 T23 3 % x 3 4.09 2.04 1.36 1.02 .82 .68 .58 .51 .45 .41 T24 3V 2 x 3 3.54 1.77 1.18 .88 .71 .59 .51 .44 .39 .35 T26 3 x 3 5.39 2.69 1.80 1.35 1.08 .90 .77 .67 .60 .54 T25 3 x 3 4.67 2.33 1.56 1.17 .93 .78 .67 .58 .52 .47 T5 3 x 3 3.58 1.79 1.19 .90 .72 .60 .51 .45 .40 .36 Safe loads include weight of Tees. Maximum fiber strain 12,000 lbs, per square inch. (Continued on page 172) 170 It SPOKANE ORNAMENTAL IRON & WIRE WORKS. No. 1940 171 SPOKANE ORNAMENTAL IRON & WIRE WORKS Cast iron columns, mullions, capitals or bases for exterior or interior finish, castings smooth and true to pattern. SEND US YOUR PLANS FOR PROMPT ESTIMATES. TEES—Concluded. Safe Loads, in Tons of 2000 Lbs., Uniformly Distributed, for Jones & Laughlin Steel Co.’s Tees. | Distance Between Supports in Feet. Sect. No. Size flange by stem. 1 2 3 4 5 6 7 8 9 10 T6 3 x 3 3.08 1.54 1.03 .77 .62 .51 .44 .38 .34 .31 T7 2 ’/> x 2 % 2.44 1.22 .81 .61 .49 .41 .35 .30 .27 .24 T8 2 % x 2 Mi 2.09 1.04 .70 .52 .42 .35 .30 .26 .23 .21 T28 2% x 2 1.27 .64 .42 .32 .25 .21 .18 .16 .14 .13 T9 2% x 214 1.60 .80 .53 .40 .32 .27 .23 .20 .18 .16 T10 21/4X2 1/4 1.31 .65 .44 .33 .26 .22 .19 .16 .15 .13 Til 2 x 2 1.02 .51 .34 .26 .20 .17 .15 .13 .11 .10 T27 21/ 2 x 1 % .77 .39 .26 .19 .15 .13 .11 .10 .09 .08 T13 1 % x 1 % .77 .38 .26 .19 .15 .13 .11 .10 .09 .08 T12 1 % x 1 % .51 .26 .17 .13 .10 .09 .07 .06 .06 .05 T14 1 V 2 X 1 % .55 .28 .18 .14 .11 .09 .08 .07 .06 .06 T15 1 % x iy 2 .46 .23 .15 .11 .09 .08 .07 .06 .05 .05 Safe loads include weight of Tees. Maximum fiber strain 12,000 lbs. per square inch. 172 SPOKANE ORNAMENTAL IRON & WIRE WORKS No. 1946 173 SPOKANE ORNAMENTAL IRON & WIRE WORKS ANGLES. Safe Loads, in Tons of 2000 Lbs., Uniformly Distributed, for Jones & Laughlin Steel Co.’s Angles With Equal Legs. Distance Between Supports in Feet. Size of Angle. i 2 3 4 5 6 7 8 9 10 6 x 6 X y> 16.28 8.1 4 5^43 4.07 3.26 2.72 2.33 2.04 1.81 1.63 6 x G X % 30.56 15.28 10.19 7.64 6.11 5.09 4.3 7 3.82 3.40 3.06 4 x 4 X % 6.08 3.04 2.03 1.52 1.22 1.01 .87 .70 .68 .61 4 x 4 X % 11.24 5.62 3.75 2.81 2.25 1.87 1.61 1.41 1.25 1.12 3% x 3 V'. X % 4.60 2.30 1.53 1.15 .92 .77 .66 .58 .51 .46 3 Vo x 3 y 2 X % 8.12 4.06 2.71 2.03 1.62 1.35 1.16 1.02 .90 .81 3 x 3 X ■4 2.32 1.16 .77 .58 .46 .39 .33 .29 .26 .23 3 x 3 X % 5.20 2.60 1.73 1.30 1.04 .87 .74 .65 .58 .52 2 V, x 2% X y+ 1.60 .80 .53 .40 .32 .27 .23 .20 .18 .16 2Vz x 2V> X % o_9 •_> 1.46 .97 .73 .58 .49 .42 .37 .32 .29 Distance Between Supports in Feet. Size of Angle. 1 2 3 4 5 2 x 2 X y 8 .60 .30 .20 . 15 . 12 2 x 2 X 716 1.60 .80 .53 .40 .32 1 % x 1 % X % .44 22 . 15 .11 .09 1 % x 1 % X 7-16 1.20 .60 .40 .30 .24 i y, x i y 2 X Vs .31 . 16 .10 .08 .06 i i/o x i y 2 X % .77 .39 .26 .19 . 15 l .Vt x 114 X Vs .20 .098 .065 .049 .039 1 Vr x 1 y 4 X ’/4 .36 1 .18 .12 .09 .072 1 x 1 X Vs . 12 .06 .04 .03 .025 1 X 1 X 3-16 . 17 .086 .058 .43 .035 % X % X y 8 .068 .034 .023 .017 .014 % x % X 3-16 .084 .041 .027 .020 .016 Distance Between Supports in Feet. Size of Angle. 6 7 8 9 10 2 x 2 x % .10 .09 .08 .07 .06 2 x 2 x 7-16 .27 .23 .20 .18 . 16 1 % x 1 % X % .07 .06 .06 .05 .04 1 % x 1 % X 7-16 .20 . 17 .15 .13 .12 1 y> x 1 % x Vs . 05 .04 .04 .03 .03 1 % X 1 Vz X % .13 .11 .10 .09 .08 1 M x 1 y 4 x % .033 .028 .024 .022 .02 1 % x iy 4 x V4 .06 .051 .045 .04 .036 1 X 1 X % .021 .018 .016 .014 .01 9 1 X 1 X 3-16 .029 .025 .022 .019 .017 % X % X y< .011 .010 .009 .008 .007 % X % X 3-16 .013 .012 .010 .010 .009 Safe loads include weight of Angle. Maximum fiber strain 12,000 lbs. per square inch. Neutral axis through center of gravity parallel to one leg. (Continued on page 176) 174 SPOKANE ORNAMENTAL IRON & WIRE WORKS 175 SPOKANE ORNAMENTAL IRON & WIRE WORKS. ANGLES—Concluded. Safe Loads, in Tons of 2000 Lbs., Uuifoimly Distributed, for J. & L. Steel Co.’s Angles With Unequal Legs. Short Leg Vertical Distance Between Supports in Feet. Size of Angle. 1 2 3 4 5 6 7 8 9 10 6x4 x % 6.401 3.20 2.13 1.60 1.28 1.07 .91 .80 .71 .64 6x4 x % 12.60 6.30 4.20 3.15 2.52 2.10 1.80 1.58 1.40 1.26 6 x 3% x % 4.92 2.46 1.64 1.23 .98 .82 .70 .62 .55 .49 6 x 3% x % 9.64 4.82 3.21 2.41 1.93 1.61 1.38 1.21 1.07 .96 5x3% x % 4.80 2.40 1.60 1.20 .96 .80 .69 .60 53 .48 5 x 3 y 2 x % 8.72 4.36 2.91 2.18 1.74 1.45 1.25 1.09 .97 .87 5x3 x % 3.56 1.78 1.19 .89 .71 .59 .51 .45 .40 .36 5x3 x % 6.44 3.22 2.15 1.61 1.29 1.07 .92 .81 .72 .64 Distance Between Supports in Feet. Size of Angle. 1 2 3 4 5 6 7 8 9 10 3% x 3 X % 3.32 1.66 1.11 .83 .66 .55 .47 .42 .37 .33 31/2 x 3 X % 6.08 3.04 2.03 1.52 1.22 1.01 .87 .76 .68 .61 3 % x 2 % X % 1.64 .82 .55 .41 .33 .27 .23 .21 .18 .16 3 % x 2 y 2 X % 3.24 1.62 1.08 .81 .65 .54 .46 .41 .36 .32 3 x 2 y 2 X % 1.60 .80 .53 .40 .32 .27 .23 .20 .18 .16 3 x 2 y 2 X % 2.92 1.46 .97 .73 .58 .49 .42 .37 .32 .29 2% x 2 X % .76 .38 .25 .19 .15 .13 .11 .10 .08 .08 2% x 2 X % 1.87 .94 .62 .47 .37 .31 .27 .23 .21 .19 Safe loads include weight of Angle. Maximum fiber strain 12,000 lbs. per square inch. Neutral axis through center of gravity parallel to long leg. 176