Page images
PDF
EPUB

so as to constitute a folder. The specification may be given a double fold so as to be readily placed in an envelope, and one of the exposed faces should show a printed form suitably filled in. Such a form is given in Fig. 24.

SEC. II. EXAMPLES OF SPECIFICATIONS

(1) SPECIFICATION FOR A MOLASSES STORAGE TANK

The specification given below was for material for a molasses tank to be exported to Cuba. The drawing accompanying it was a complete design, giving thickness of all plates, required rivet-spacing and lap, etc., but was not a detail drawing. It will be noted that an alternate quotation is requested in a different manner than the schedule. calls for; the simplicity of the alternate seemed to warrant the departure from the standard method.

The required time of delivery may be left blank when inquiring for prices, the bidders being requested (in the letter of invitation) to state how soon they could make delivery; the time can then be inserted in the specification of record, when placing the order.

[blocks in formation]

These specifications refer to the above drawing of the Blank Engineering Co., and are intended to cooperate with same.

General Description

A Cylindrical Tank, 75 ft. 0 in. diam. X 32 ft. 0 in., high, made of steel
plates and angles with a cover of steel plate, and provided with pipe con-
nections, manhole, ladder, tell-tale, etc.

The cover shown on the drawing consists of a self-supporting dome; the con-
tractor, however, may substitute a cover of No. 10 steel plate on a trussed
frame (with or without central pipe-column), or any other cover of equivalent
strength and durability that may be approved by the B. E. Co.
Also the thickness of plate and efficiencies of joints given for the belt courses
may be altered by the contractor if desired, the requisite strength being
provided for the pressure due to liquid at 88 lb. per cubic foot, and a working
stress on the plate of 14,000 lb. per square inch of net section.

Conditions of Bids

Bids are to be for a lump sum for the material complete delivered f.a.s. New
York Harbor, not later than (-) weeks from date of order.

The estimated shipping weight must be stated in the bid.

Bids are to be submitted in duplicate.

If any other construction than that shown is proposed by the bidder, drawings and descriptions completely illustrating the same must be furnished with the bid.

Material to be Supplied

The material to be supplied by this contractor will consist of the material complete for constructing one (1) tank as shown on the drawing, including rivets for making all connections with an excess of 10 percent, and a liberal quantity of setting-up bolts.

Material

All plate is to be of the best "Tank" steel, full to gauge and free from flaws, structural steel to be open-hearth medium steel 60/70,000 lb. per inch ultimate strength; castings to be of a good quality of gray iron, true and free from imperfections of any kind.

Workmanship

To be first-class in every respect. Joints are to be scarfed wherever necessary and rivets spaced close enough to allow all seams to be caulked water-tight. All flanges of pipe-fittings, etc., are to be faced and drilled to make a complete job.

Marking

All parts of this tank are to bear marks corresponding to those of an erection drawing. These marks are to be made with white paint and also with steel stamping dies. Marks on plates are to be made on both sides, so that a plate will not have to be turned over to ascertain its marks.

Shop Painting

The plates, after marking, are to be given one coat of boiled linseed oil all over.
All other material is to be given a coat of yellow paint.

Inspection

This material will be subject to inspection at any time by a representative of the Blank Engineering Co. Any material found defective, or not properly marked, will be liable to rejection.

Packing

The tank is to be knocked-down for export, but as much of the riveting and shop work as possible is to be done before leaving the works. Small pieces are to be boxed and wired for ocean shipment, boxes numbered and contents given on shipping list.

Drawings Furnished

As early as possible after receipt of order the contractor will forward to the engineers, two complete sets of shop detail drawings for approval, one of these sets when approved will be returned signed to the contractor and the other will be retained by the engineer for his file; any work not in accordance with the approved drawings may be subject to rejection.

The contractor shall be responsible for dimensions and details in working plans, and the approval of the detail plans by the engineer shall not relieve the contractor of this responsibility.

Also at time of shipment of material, this contractor shall forward to the engineers, two complete sets of erection drawings on cloth and two sets on paper and any further sets reasonably required.

(2) SPECIFICATION FOR A BELT CONVEYOR

The specification given below was for material to be exported to Mexico. The accompanying drawing was in the nature of a preliminary design, the principal dimensions were given, but the detail construction depended upon the material offered by the contractor. A slat conveyor was finally adopted, and the gallery, etc., was designed after the receipt from the contractor of his detail and arrangement drawings. Spec. No. 2.

BLANK ENGINEERING CO.

NEW YORK CITY

CONTRACT NO. 151

Oct. 30, 1911.

SPECIFICATION FOR A BELT CONVEYOR FROM ALCOHOL WAREHOUSE TO

WHARF

Drawing No. 2084

These specifications refer to the above drawing of the Blank Engineering Co., and are intended to cooperate with same.

Description and Service

A belt conveyor 144 ft. 0 in. long. c. to c. of end pulleys, for conveying cases of alcohol from the platform of a wharehouse to a delivering staging on a river bank.

Material to be Conveyed.-Cases, made of light wood 20 in. × 10 1/2 in. X 15 in. high, containing two canisters of alcohol, and weighing 77 lb. per case. Capacity.-1,000 cases per hour.

Drive. By engine or motor, see drawing for arrangement.

General. The general arrangement of the conveyor is shown on the drawing which may be scaled for dimensions not given.

Condition of Bids

Bids are to be for a lump sum for the material delivered complete f.a.s. New
York Harbor not later than (—) weeks from date of order.

Bids must state estimated shipping weight of the material.

Bids are to be accompanied by a detailed specification with sketches, describing the material proposed to be furnished, and giving speed of belt, horse-power required to operate, etc.

Material to be Supplied

The material to be supplied by this contractor will consist of the special material of the installation complete, including main belt; rollers; carriers with grease cups, etc.; head or driving end complete with main pulley, reduction-gearing, driven pulley, boxes, etc.; tail end complete with take-up; and all bolts and fastenings required to completely erect the above with 10-20 percent excess.

This contractor will not supply any part of the gallery framing or covering, nor the loading or unloading platforms, nor the movable chute at discharge end, nor the engine or countershaft, nor any driving belts or chains.

Marking

Every piece of this work is to be distinctly marked with an erection mark corresponding to that on erection drawing, so that there may be no question about its location in the structure.

Also shipping marks are to be given as per instructions in the formal order.

Inspection

This material shall be subject to inspection at any time by a representative of the Blank Engineering Co.

Packing and Shipping

All material is to be knocked down for ocean shipment, small pieces to be boxed and wired, boxes numbered and contents given in shipping list.

Drawings Furnished

Within 2 weeks of date of order, this contractor is to forward to the engineers two sets of drawings showing the arrangement and detail of his machinery, so that drawings for the gallery may be made by the engineers.

Also at time of shipment of materials, this contractor shall forward to the engineers one copy on cloth and two copies on paper of an erection drawing for his material.

Alternate Quotations

(1) Bidders are requested to propose and to submit bids on any other type of conveyor that they may consider better suited for accomplishing the operation outlined above.

(2) Bidders are requested to submit the addition in prices for the conveyor in case the same is lengthened to 200 ft. 0 in. and 250 ft. 0 in. respectively.

(3) SPECIFICATIONS FOR STEEL MILL BUILDINGS

The specifications given in full below were for material for a large steel frame factory building for export.

The drawings submitted with the specification gave all principal dimensions, weights of all machinery, floor loads, spacing of beams under machinery, location and size of all windows and doors, etc., but did not give any sizes of shapes unless they were of specially required section. The contractor was therefore at liberty to use his favorite or most economical shapes and details. The drawings were sufficiently complete, so that if strains and sections were added they constituted true strain-sheets, and the prints submitted to the bidders were, in fact, often so used by them.

In writing specifications for structural-steel mill buildings, it is very important that every item of the construction be definitely fixed. Unless this is done there is liable to be a wide variation in the prices submitted, with the certainty that the lowest bidder has "skinned" the job as much as he dare and as much as the loosely drawn specifications will permit; such specifications work injustice to reputable contractors, and breed trouble for the owner.

Spec. No. 3.

Dec. 11, 1912.

BLANK ENGINEERING CO.

NEW YORK CITY

CONTRACT NO. 186

SPECIFICATIONS FOR STEEL BUILDINGS FOR A CANE SUGAR FACTORY

Drawings Nos. 2073-D, 2386, 2388 and 2389

These specifications refer to the above drawings of the Blank Engineering Co., and are intended to cooperate with same.

General Description

The steel frame factory building covered by these specifications consists of seven connecting rooms or houses, a description of which is as follows:

(1) A Cane Shed, 30 ft. 0 in. wide x 100 ft. 0 in. long c. to c. of columns X 15 ft. 0 in. to L.C., covered as to roof and partly as to sides with corrugated steel.

The sides and one end will be open for a convenient distance from the ground,
and no doors, windows or monitor will be required.

(2) A Mill Room, 60 ft. 0 in. wide by 96 ft. 0 in. long c. to c. of columns by
26 ft. 0 in. to L.C., covered as to roof and partly as to sides with corrugated
steel; and provided with doors, skylights, windows and monitor as shown.
The columns will support a runway for a travelling crane; and, as no knee-
braces are permitted, the column anchorages and the lower chord and end brac-
ing must be designed especially to take care of the wind loads on this building.
One side will be arranged for future extension; see note on drawing.
(3) A Boiler Room, 59 ft. 4 in. wide X 118 ft. 6 in. long c. to c. of columns
X 26 ft. 0 in. to L.C., covered as to roof and partly as to sides with corrugated
steel, and provided with windows, doors, awning and monitor as shown. Part
of the floor will be of R.C. flat slab construction on steel beams. Along part
of one side will be an awning placed about 9 ft. 6 in. from the ground. One
end of the building will be separated from the Mill Room by a corrugated steel
partition. The end is to be arranged for extension.

(4) A Clarification House, 80 ft. 0 in. wide X 112 ft. 0 in. long c. to c. of columns
X 37 ft. 0 in. to L.C., covered as to roof and partly as to sides with corrugated
steel, and provided with windows, doors, skylights and monitor as shown.
There will be floor framing at elevations 12 ft. 0 in. and 26 ft. 0 in. for R.C.
flooring, and stairs, railings, tank platforms, elevator-shaft framing, etc., as
shown on the various drawings. The evaporator staging is also to be supplied
by this contractor.

The building is to be arranged for extensions as shown on the drawings.
One side of the roof will carry a pent-house.

(6) A Lean-to to the Clarification House for an Electric Plant, 20 ft. 0 in. wide
× 32 ft. 0 in. long c. to c. of columns X about 14 ft. 0 in. to eaves (at col.),
covered as to roof and sides with corrugated steel, and provided with windows
and doors as shown. It will be entirely partitioned off from the adjoining
houses. One end will be arranged for extension.

(6) A Boiling House, 50 ft. 0 in. wide × 88 ft. 0 in. long c. to c. of columns X 64 ft. 0 in. to L.C., covered as to roof and partly as to sides with corrugated steel, and provided with windows, doors and monitor as shown. Where this house adjoins other houses, no partition will be provided. There will be floor framing for R.C. flooring at elevations 8 ft. 0 in., 26 ft. 0 in. and 44 ft. 0 in., and

« PreviousContinue »