 | New York (State). - 1893 - 68 halaman
...bottom width of said walls, and not less than ten inches in thickness if under piers, columns, or posts, and at least twelve inches wider on all sides than the bottom width of said piers, columns or posts. All base stones shall be well bedded and laid crosswise, edge to edge. If stepped-up footings of brick... | |
 | William Harvey Birkmire - 1893 - 284 halaman
...bottom width of said walls, and not less than ten inches in thickness if under piers, columns, or posts, and at least twelve inches wider on all sides than...the bottom width of said piers, columns, or posts. Section 485. — Where columns are used to support iron or steel girders carrying curtain-walls, the... | |
 | Boston (Mass.). Department for Inspection of Buildings - 1893 - 172 halaman
...sixteen inches in thickness, and at least twelve inches wider than the bottom width of the foundation walls, and at least twelve inches wider on all sides than the bottom width of any piers, columns, or posts resting upon them. All footing stones shall when stepped. |-,e wcll })ec|dec[... | |
 | New York (N.Y.), Mark Ash - 1897 - 1420 halaman
...bottom width of said walls, and not less than ten inches in thickness if under piers, columns or posts, and at least twelve inches wider on all sides than the bottom width of said piers, columns or posts. All base stones shall be well bedded and laid crosswise, edge to edge. If stepped-up footings of brick... | |
 | Boston (Mass.) - 1901 - 370 halaman
...sixteen inches in thickness, and at least twelve inches "wider than the bottom -width of the foundation walls, and at least twelve inches wider on all sides than the bottom width of any piers, columns, or posts resting upon them. All footing stones shall wben stepped- be well bedded,... | |
 | Brookline (Mass.). - 1903 - 142 halaman
...footing or base course, whether formed of concrete or stone, shall be at least twelve inches wider than the bottom width of walls, and at least twelve...such as to cause undue transverse strain on a footing projection twelve inches, the thickness of such footing is to be increased so as to carry the load... | |
 | Charles Evan Fowler - 1905 - 370 halaman
...concrete or stone, shall be at least 12 inches wider than the bottom width of walls, and at least 12 inches wider on all sides than the bottom width of...cause undue transverse strain on a footing projecting 12 inches, the thickness of such footing is to be increased so as to carry the load with safety. For... | |
 | 1905 - 912 halaman
...concrete or stone, shall be at least 12 inches wider than the bottom width of walls, and at least 12 inches wider on all sides than the bottom width of...superimposed load is such as to cause undue transverse stress on a footing projecting 12 inches, the thickness of such footing is to be increased so as to... | |
 | 1905 - 468 halaman
...the bottom width of walls, and at least six inches wider on all sides than the bottom width of the said piers, columns or posts. If the superimposed...cause undue transverse strain on a footing projecting six inches, the thickness of such footing is to be increased so as to carry the load with safety, by... | |
 | Portland (Or.) - 1905 - 688 halaman
...shall be at least twelve ^2) inches wider than the bottom width of walls, and at least twelve (12) inches wider on all sides than the bottom width of said piers, columns, or posts. All base stone shall be well bedded and laid crosswise, edge to edge. If stepped-up footings of brick... | |
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... inches in thickness if under piers, columns or posts. The footing or base course, whether formed of concrete or stone, shall be at least twelve inches wider than the bottom width of walls, and at least twelve inches wider on all sides than the bottom... 
