Erection And Inspection of Iron And Steel Constructions Written for the Use of
Erection And Inspection of Iron And Steel Constructions Written for the Use of
L M Lupescu Morris Bernfeld
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Walls and Piers. Sec. 28. Bearing walls shall be taken to mean those walls on which the beams, girders or trusses rest. The walls and piers of all buildings shall be properly and solidly bonded together with close joints filled with mortar. All piers shall be built of stone or good, hard, well burnt brick laid in cement mortar. Every pier built of brick, containing less than nine superficial feet at the base, supporting any beam, girder, arch or column on which a wall rests, or lintel spanning ...an opening over ten feet and supporting a wall, shall at intervals of not over thirty inches apart in height have built into it a bond stone not less than four inches thick, or a cast iron plate of sufficient strength and the full size of the piers. For piers fronting on a street the bond stones may conform with the kind of stone used for the trimmings of the front. Cap stones of cut granite or bluestone, proportioned to the weight to be carried, but not less than five inches in thickness, by the full size of the pier, or cast-iron plates of equal strength by the full size of the pier, shall be set under all columns or girders, except where a four-inch bond stone is placed immediately below said cap stone, in which case the cap stone may be reduced in horizontal dimensions at the dis- cretion of the Commissioner of Buildings having jurisdic- tion.
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