Showing posts with label historic. Show all posts
Showing posts with label historic. Show all posts

Saturday, November 15, 2014

Montreal Brick On Massive Wood Construction (Triplex Construction Method), Montreal Canada

Below are some images showing an historic building in Montreal Canada having insulation added, and about to be re-clad with new brick.

Most of the historic buildings, including the triplexes of Montreal, are built with this 'piece sur piece' massive wood construction technique with wood members that can be two or three inches by ten or twelve inches (3" x 12").  The wood was stacked piece on piece and notched together to form the structure for the building which was followed by tar paper and one layer of brick masonry cladding. Ultimately it is a refined version of a log cabin, with bricks slapped on top to prevent the whole city from burning down if there was a fire, and it worked well. The bricks were "attached" to the wood structure by nails laid into the mortar as the masonry work proceeded, the earliest version of the modern day "brick tie'.

These buildings are not solid structural brick or stone, but there is, however, usually a shared masonry 'mur mitoyen' (party wall/fire wall) that is the separating wall between buildings and provides good fire separation. It is common today to see these shared walls as 'exposed brick' inside many of the buildings, but it is clear that they were never meant to be seen, because many of the bricks are mis-matched and random colours and shapes (clinker bricks) with tons of mortar squishing out everywhere, they are sort of a joy to look at! I believe they are typically 6 rows thick of brick masonry, I'll try to get some photos of one of these walls for another post.

In present day when buildings that have been neglected for decades are finally repaired, they often remove all of the exterior brick, place a thin layer of insulation on top of the structural wood, followed by a air barrier, then re-clad with new bricks. This is what you see in the photos below.  The thickness of the foundation wall usually determines how thick the insulation can be, as it was usually built directly along the property line and too much insulation will cause the new wall construction to cross the property line, so there are limits. In most cases almost all the character and detail of the historic brick and patterns are lost when replaced with new uniform modular bricks. By contrast, if there are no structural issues, the interior of walls - which are usually a layer of lathe applied to the inside surface of the wood structure, followed by a layer of  (sometimes elaborate) finishing plaster - can be maintained.

You can also see an-infilled window in the photos, which tells that the building was modified at some point.  My guess is that the original entrance was at the corner, but it was later changed when it was separated into different apartments with three doors added at the side. Its hard to say without seeing the interior. This is not a typical triplex (see two blog posts prior for triplex information), it just has the same construction technique.





Tuesday, May 21, 2013

Saturday, May 18, 2013

Brick Arches



Text from the book published in 1899 
A Treatise On Architecture And Building Construction Vol2: Masonry. Carpentry. Joinery


Brick Arches

261. When there is sufficient height above a window, door, or any other opening in a brick wall, a brick arch, either circular or segmental, is used to span the opening, and forms a very durable and easily constructed support for the wall above. Whenever brick arches are built, great care should be taken in their construction, and they should be laid with full mortar joints. If the span is more than 10 feet, the arch should be laid in cement mortar; in fact, it is the best and safest to lay all brick arches in cement mortar.

262. When semicircular arches are constructed of common brick, the bricks are laid close together on the inner edge, or intrados, with wedge-shaped joints on the outer edge, or extrados; that is to say, the mortar joints are wider at the upper surface of the brick ring than at the lower surface, so that there is more mortar at the top of the joint than at the bottom. The bed surfaces of the brick are therefore not on radial lines, as they are in a gauged brick arch, but the radial lines are assumed to pass through the center of each mortar joint.

Fig. 112 shows a semicircular arch consisting of four rowlock courses of brick. These arch brick are all laid as headers, and show an 8-inch reveal on the under side or soffit of the arch. Arches built in this way, of a series of rowlocks or concentric rings, have no connection between the rings other than that afforded by the adhesion of the mortar.

Brick Arches 114
Fig. 112.

Rowlock arches are frequently bonded back into the rear wall with hoop iron let in at right angles to the joints.

263. In order to obtain a better bond, the arch shown in Fig. 113 is often used. This arch is bonded in several places, with stretcher brick set on end, serving the same purpose as voussoirs in stone construction. The header brick are shown at a, and the stretcher brick forming the voussoirs at b. An arch of this kind can be bonded back into the rear wall by the use of headers where the voussoir stretchers occur, and is known as a block-in-course arch.

264. In arches of large span built of common brick, especially in the brick lining of tunnels and vaults, the bond is often effected by building in headers, which will unite the concentric rings where the joints of two of the rings come together. An example of this is given in Fig. 114, which shows an arch of four rowlocks, two being header and two stretcher courses, the header and stretcher courses being bonded by headers, as shown at a.

Brick Arches 115
Fig. 113.

Brick Arches 116
Fig. 114.

265. Skewbacks

Skewbacks. When brick arches of large span are to be built, they should in all cases have a solid bearing for the arch to spring from; such a bearing is called a skewback, or springing stone, and is shown at b in Figs. 114 and 116. The stone should be cut so as to bond into the brickwork of the pier, and the surface c, that the arch springs from, should be cut to a true radial plane.

266. Fig. 115 shows a semicircular arch constructed of gauged, or shaped, brick. The gauging, or shaping, may be accomplished by laying out the arch ring on a floor, and cutting, rubbing, or grinding the brick to a certain gauge, or pattern, so that each brick will fit exactly in the place chosen for it, and all the mortar or radial joints will be of the same thickness throughout.

265 Skewbacks 117
Fig. 115.

When the reveal, or space between the window frame and the outside of the wall, is only 4 inches, gauged-brick arches do not usually have any bond in the body of the wall, and the brick in the arch must be laid with great care and accuracy.

Gauged, or shaped, brick are supplied by most of the extensive pressed-brick manufacturers, who prepare the brick so that each one will fit accurately in its position in the arch. When these brick are ordered from the manufacturers, either full-sized or large-scale drawings should be furnished, giving the span of the opening, the radius of the arch, and the depth of the reveal.

267. Figs. 116 and 117 give examples of brick segmental arches. Fig. 116 shows a three-rowlock arch constructed entirely of stretcher brick. This form of arch, unless bonded back into the rear wall with strap iron, is not a strong construction.

265 Skewbacks 118
Fig. 116.

Fig. 117 shows a 12-inch segmental brick arch over a window opening, with the arch constructed of gauged brick, and the window frame fitted into the head.

265 Skewbacks 119
Fig. 117.

Fig. 118 shows a flat arch, bonded into the rear wall by the headers a, a. It is best to give the soffit of such arches a slight camber, or curve, as shown at b, because when they are made level they are almost sure to settle and sag a little, and crack the glass in the sash. In the plan of the window opening and sill shown at (b), Fig. 118, a shows the reveal of the brickwork; b, the 2-inch offset for the box frame of the window; and c, the window sill. The section (c), Fig-. 118, shows the under side, or soffit, of the arch at a, and the wood lintel at b. This wood lintel is placed behind the brick arch, and may also be used as a support for the floor joists. The lintel may have from 4 to 6 inches bearing at each window jamb.

265 Skewbacks 120
Fig. 118.

Saturday, September 10, 2011

Friday, November 5, 2010

Redpath Factory Lofts - Montreal

This project includes the adaptive re-use of the redpath sugar factory. See previous post for map of location and streetview across the Lachine canal.
Photo circa 1897.

Photo circa 2000.

Photo circa 2010.

Photo (circa 2006) showing various additions to the right, now rennovated into living units.

Photo circa 2006.




Image Sources:
http://www.flickr.com/photos/redpath_sugar/sets/72157623084595987/
http://www.flickr.com/photos/31335717@N04/2935520758/
http://www.flickr.com/photos/mtl_e_man/465678249/