The Catholic World, Vol. 07, April 1868 to September, 1868Various
Religion
The Catholic World, Vol. 07, April 1868 to September, 1868
Various
Catholic Church -- Periodicals
Description.
The design which we have engraved in this number will give
accommodation to two hundred and fifty persons seated, the area
of the floor of the church being 41 x 25 feet in the clear, with
a sanctuary of 12 x 16 feet, a sacristy 12 x 15 feet, and a porch
to the front of the church sheltering the door against exposure.
The confessional is placed in such a position that the comfort of
the priest as well as the convenience of the people may be
secured.
The church should be framed with good, stout sills 8x12 inch
section, resting on a substantial wall of rubble masonry, where
stone can be obtained, or of brick where this material becomes
necessary, which wall should be carried deep enough to be
unaffected by the frosts of winter, and raised one foot at least
above the earth, a wall of rubble or brick being built along the
centre to bear the joists of the floor. The joists should be (3 x
10) framed into the sills so that the top of the floor, when
finished, may be twenty-eight inches, above the earth, giving
four steps to the church, the floor of the sanctuary and sacristy
being one step higher, and both on a level. The corner-posts
should be 8 X 8 pine timber, and four intermediate posts of 4 x
8. under each principal of the roof. The plate on the top should
be 4 x 8, and carried round the whole building except where the
chancel intervenes, and care should be taken that all the scarfs
of this piece of timber should be carefully made. The posts
should all be braced with 4x6 pieces, and the walls studded with
4x4, so that, should it be deemed necessary, in particular
localities, to render the building less susceptible to the
changes of temperature, the inner space may be filled.
The roof should be framed as high as shown on the elevation, with
a slope of 60° with the horizon, in order to obtain greater
height to the interior and greater strength to the truss, with a
collar about midway of the height, but not lower, and curved
braces, resting on hammer beams projecting from the side-walls at
the height of the plate, and a curved brace underneath this beam,
bringing the strain of the truss as low as possible on the
side-walls, but not incommoding the congregation.
{136}
[Image: Front Exterior image of church building.]
Elevation
{137}
[Image: Floor plan of church building.]
{138}
This simple roof should be framed of the best seasoned timber,
4x6 inches scantling, and should be dressed neatly, and, wherever
desired, may be moulded and have chamfered edges, and the
spandrels filled with two-inch tracery.
Public-domain text, read in full here on John Shaqi.
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