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The Repair Of Casa Grande Ruin, Arizona, in 1891 - Fifteenth Annual Report of the Bureau of Ethnology to the - Secretary of the Smithsonian Institution, 1893-94, - Government Printing Office, Washington, 1897, pages 315-348 by Cosmos Mindeleff
page 31 of 58 (53%)
out of the débris. The under surfaces of the overhanging walls must be
carefully trimmed to afford solid horizontal bearings against the
brickwork. The face of the brickwork is to be set back at least 1 inch
and not more than 2 inches from the face of the wall, and the brickwork
is to be plastered with a coating of cement mortar, 1 to 2 inches thick,
bringing it out flush with the outer wall.

3. FILLING IN OPENINGS

The broken-out lintels of openings are to be replaced by wooden lintels
composed of squared lumber, 2 by 4 inches in size, laid side by side
across nearly the whole thickness of the walls, with not more than 1
inch space between the boards, and of the same length as the original
lintels. The broken-out walls are to be trimmed to afford solid resting
places for the new lintels, which are to occupy the same horizontal
planes that the old ones did. The openings above the lintels are to be
filled in in the same manner as the underpinning previously described,
the tinder wall surfaces being carefully dressed to afford solid
horizontal bearings, the brick work being set back 1 inch from the wall
surfaces and plastered with a coating of cement mortar to bring it out
flush with the wall.

4. BRACING

One wooden brace and two iron braces are to be put in, as shown upon the
plan hereto annexed. The wooden brace is to be of one piece, or of two
pieces well bolted together, of selected lumber, free from knots and
other imperfections, squared, and measuring 6 by 8 inches in cross
section. The iron braces are to be of 1 inch diameter, best quality
wrought-iron rods. The bearing plates, four to each rod, are to be not
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