general procudure and specifications for structural engineering as applied to chemical plant construction |
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... inches wide by 6 inches thick for sidings and temporary work . Minimum dimensions for permanent work shall conform to the standards set forth by the using railroad . Their length shall be 8 foot and 6 inches . Switch Ties . Switch ties ...
... inches wide by 6 inches thick for sidings and temporary work . Minimum dimensions for permanent work shall conform to the standards set forth by the using railroad . Their length shall be 8 foot and 6 inches . Switch Ties . Switch ties ...
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... inches ) between the inside faces of the handrailing . Stringers made of wood shall be of sound material not less ... inches with the pro- duct of riser and tread ranging between 64 and 75 . Tread nosing shall extend from 5/8 inch to 1 ...
... inches ) between the inside faces of the handrailing . Stringers made of wood shall be of sound material not less ... inches with the pro- duct of riser and tread ranging between 64 and 75 . Tread nosing shall extend from 5/8 inch to 1 ...
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... inches of concrete outside of the metal reinforcement shall be provided . At least 1 inch of concrete outside of metal reinforcement shall be provided in short span floor arches , slabs , partitions , and walls . For columns and beams ...
... inches of concrete outside of the metal reinforcement shall be provided . At least 1 inch of concrete outside of metal reinforcement shall be provided in short span floor arches , slabs , partitions , and walls . For columns and beams ...
Common terms and phrases
A.S.T.M. designation accordance aggregate AIR CONDITIONING DUCT approved painted angle arbitration asbestos attached bars blade bolts building caulking ceiling centers coat compacted compressive strength concrete Contract Documents Contracting Officer dampers density Detailed Specifications diameter dimensions driving DUCT WORK D7.02 DUTY FLOOR FINISH Elbows embankments ENGINEERING CONSTRUCTION D1.00 equipment excavation exhaust systems fastened feet filled flange frame GRADING FOR ROADS gypsum hammer HEAVY DUTY FLOOR hereby incorporated hood hot-dip galvanized inches installed joints lath layers less located locking device louver masonry material maximum methods minimum Owner painted angle iron Permanente Metals Corporation piles pipe placed plans plaster Portland cement purlin rail RAILROADS D3.04 reinforced relayer removed rivets ROADS AND RAILROADS Section secured sheet metal shown on Standard soffits spaced Stairways Standard Drawing STEEL STACKS D6.01 strength structural steel subgrade surface temperature tests thickness U.S. gauge unless otherwise velocity vertical wearing course welding width wire