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Structural Details, Steel Bridge–Philippines DWG Detail for AutoCAD

Structural Details of Steel Bridge

Drawing labels, details, and other text information extracted from the CAD file:

is still in the fabricating shop., any nonconforming work shall be repaired or replaced while the material, alc inc. and the dpwh’s representative reserves the right to, conduct any inspection on the shop fabrication process for purposes, of determining compliance with the plans and specification., ments may be made with the fabricator for the inspection of materials and, work at the fabricating shop by alc industries and dpwh inspectors., inspection, top chord members, bottom chord members, steel truss camber diagram, to adhere to the requirements of the approved shop drawings., modification or clarification. the fabricator is strictly enjoined, the project engineering division of alc inc for the appropriate, any clarification or error determined by the it should inform, may affect the fabrication and assembly of the truss. should there be, of the material designation and other aspects that, trusses. it is the fabricator’s responsibility to check the correctness, in the of the individual components of the steel, the approved shop drawings is provided to the fabricator as guide, shop drawings, ting to be performed in the field by alc inc. construction crew., only short period of even if primer for subsequent, by solvent. the shop coat of paint is intended to protect the steel for, dirt and other foreign matter. oil and grease deposits shall be removed, other methods elected by the of loose mill loose rust, work specified to be painted shall be cleaned by or, after inspection and approval and before leaving the all, lowing by roller flow coating or at the, evenly in the dry surfaces which have in accordance with the, steel work shall be given one coat of shop applied thoroughly and, in concrete need not be painted. unless specifically all other, unless otherwise steelwork which will be concealed or encased, shop painting, sheet no., must be properly in conformity with the schedule of truss, construction site for erection. all individual parts of the structure, plans and then it shall be disassembled and sent to the, when the fully assembled truss has met all the requirements of the, shown in the camber diagram., complete steel truss when erected shall have the required camber as, when assembled conform with the plans and all parts fitted well. the, at the fabrication to make sure that all the components, it is required that the fabricator shall assemble the entire steel truss, dened washers are required under the nut and bolt head., when bolts are tightened by the except that, is the element turned in tightening. hardened washers are not required, installed with hardened washer under the nut or bolt whichever, wrenches. bolts tightened by means of calibrated wrench shall be, shall be done by the method or with properly calibrated, given in table of sheet of the project plans. tightening, all bolts shall be tightened to bolt tension not less than that, lacquer or galvanizing., contact surfaces within joints shall be free of paint, and other defects that would prevent solid seating of the parts., of scale except tight mill scale. they shall be fre

Raw text data extracted from CAD file:

Language English
Drawing Type Detail
Category
Additional Screenshots
File Type dwg
Materials Aluminum, Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags , , , , , , , , , , , , ,

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