general procudure and specifications for structural engineering as applied to chemical plant construction |
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... removed to a depth of 18 inches below subgrade . Outside of slope limits and under embankments more than 3 feet deep ... removed to approved disposal Ashes shall be spread or removed as the engineer may direct . SITE PREPARATION AND ...
... removed to a depth of 18 inches below subgrade . Outside of slope limits and under embankments more than 3 feet deep ... removed to approved disposal Ashes shall be spread or removed as the engineer may direct . SITE PREPARATION AND ...
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... removal of unstable material is directed . by the engineer . Excavated material suitable for embankments or fills shall ... removed to a minimum depth of 12 inches below subgrade and backfilled with approved material thoroughly compacted ...
... removal of unstable material is directed . by the engineer . Excavated material suitable for embankments or fills shall ... removed to a minimum depth of 12 inches below subgrade and backfilled with approved material thoroughly compacted ...
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... removal of forms , the concrete is found to be so honey- combed or otherwise defective as to impair its strength , all defective portions shall be removed and replaced in a manner approved by the Con- tracting Officer . HEAVY DUTY FLOOR ...
... removal of forms , the concrete is found to be so honey- combed or otherwise defective as to impair its strength , all defective portions shall be removed and replaced in a manner approved by the Con- tracting Officer . HEAVY DUTY FLOOR ...
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