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Detail view of degraded kitchen foundation wall during restoration. View from inside kitchen under window, rotated 90 degrees northward from DTR09PH71--1001.01.155, showing extent of mortar disintegration within the wall. Laurence Ward, 2009
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Exterior masonry pier south of replacement door jamb (white primer paint on south face) at kitchen doorway. Displaced stones have been removed to allow relaying, consolidation, and stabilization of pier stonework, restoring a plumb alignment with the door jamb. Green stones along left edge of photo are face blocks of the east-west retaining wall intersect
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The replacement southern jamb at the ground-level kitchen doorway stands for days in the water which covers the stone sill, on which the jambs are anchored by iron pins in mortises chiseled into the sill. The darkened area of the jamb above the water level has been soaked by the high water table and "wicking" of water upward in the porous oak timber. This pr
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Detail of DTR09PH77--1001.01.166 showing exterior view (outlet) of partially excavated exterior aperture of drain tunnel. The bedrock floor of the drain tunnel was evident under the pool of water in the masonry opening at a depth [“invert”] of approximately 18 inches below the sill elevation, the same level as the bedrock encountered at the base of the ex
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Excavated east cellar doorway and window openings prior to restoration. Partial excavation uncovered a half-millstone re-cycled [probably in the 19th or early 20th century] to serve as an intermediate stoop {1} about midway between the existing grade and the depth of the original sill [see lower edge of DTR09PH43--1001.127, also seen as the large block in
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East eaves wall prior to excavation, restoration, and regrading. The area involved in the 1970s repair to the northeast corner wall segments is discernible by its darker pointing [possibly because of an ill-advised attempt to match the mortar to the stone palette, rather than to the early pointing surviving in various segments of the masonry]. The gra
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The I-beams will support the masonry walls and timber framing during removal and re-laying of deformed and destabilized masonry piers. Laurence Ward, 2009
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Interior view of northeast corner of kitchen showing enlarged opening around original site of kitchen floor drain. This original drain passed through the wall on bedrock 6-8 inches below the original floor elevation, draining from a sediment-trough ["pit"] lined with stone or brick. The trough will be restored in conjunction with reconstruction of the ki
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Detail of DTR09PH84--1001.01.173 showing drain pipe outlet. The "Schedule 40" PVC pipe, manufactured for underground applications, is set askew through wall, angled toward the creek [north], as were the jambs of the original drain tunnel, including the exterior jambs in the lower-right portion of the photo. The gray joint mortar has been modified to inhib
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Perspective view of northern range of east eaves wall kitchen foundation, with restored and modified cellar drain. The new [white] outlet pipe is angled toward the creek (northward) at the same angle as the drain conduit ("tunnel") jambs ("cheeks")establish through the wall on bedrock floor, and the same angle as the exterior stone jambs form relative to
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Series of 89 photographs depicting the restoration of the fireplace lintel and masonry in the DeTurk house. Detailed captions appear below. DETAILED CAPTIONS #890, 8/9/09: Fireplace lintel (the large beam, also called a ”chimney-tree,” ”manteltree,” and ”balk” [early English: “baulk”] supporting the stone masonry chimney ”breast”) across center of photo
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Exterior excavation along pier foundation north of the kitchen doorway. The dark layer adhering to sub-grade stones is saturated soil, which has partially disintegrated some of the sub-grade joint mortar. Non-original north jamb plinth-block [with gray debris on its flat top] is seen to the left of shovel handle. Exterior window sill appears across right
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Excavated view of east foundation wall north of kitchen doorway. Excavated 8 inches deeper than in DTR09PH67--1001.01.151, showing displaced stones [the soil-darkened stone to the left is rotated 45 degrees out of its corner position below later jamb plinth-block seen in upper left corner of photo]. Degraded mortar, caused by saturated soil's dissolution
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B&W Digital photographic image showing detail view of root cellar passage in DeTurk House.
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This embanked structure was evidently a multi-purpose “ancillary” building, used in relation to the growing family farmstead and the nearby principal residence constructed c. 1741. Built in 1767, this uncommon ancillary form was used as: A “Grossmutter’s” retirement home in the single living space on the first floor above cellar; Johann [John] and Deborah
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The "checked" portion of the outlooker [left half of photo] is anchored into a mortise in the header just to the right of center in the photo, immediately to the right of the darker red fluid-treated portion of the outlooker. The wood end grain just to the left of the masonry along the right edge of the photo is one of the floor joists into which the header
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Interior view of vault abutment wall [right] and temporary plywood door from ground level kitchen. This restored masonry "cross wall" is also the partition wall separating the cool, damp food storage ["root"] cellar from the warmer and less humid kitchen/cooking cellar. The restored segments of this wall were repointed in 2010 using hydraulic-quality mort
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B&W Digital photographic image showing interior view of cellar door at lower grade in eastern wall of DeTurk House.
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The upper plate embedded in the masonry wall is the bearing and leveling timber for the first floor joists and a "tie" pocketed into the north wall to join it structurally to the east eaves wall. It also spans across numerous vertical mortar joints [“breaks the joints”], thus inhibiting or interrupting fractures which might otherwise radiate through a longer
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Door sill and restored jamb feet from inside lower ground level kitchen. Un-pointed masonry along right edge of photo is the restored vault abutment, which is also the partition wall between the kitchen and root cellar. Repointing was completed in the Spring of 2010. The red jack and steel post were used to level the steel I-beam supporting the structu
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Interior view of the stacked pair of "wall plates" in the west eaves wall which are, functionally, relieving lintels carrying wall, floor, and framing loads to the masonry piers and wall ranges abutting the kitchen windows [and door "abutments" in the east eaves wall]. The upper plate also served as the bearing and leveling timber for the first floor joists.
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B&W Digital photographic image of DeTurk House showing interior view of 1st floor eastern window with severely deflected timber sill and adjacent masonry (since restored and leveled).
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Digital photograph showing detail view of lower segment of DTR09PH50--1001.01.134, showing receding water table. Water table at kitchen door sill dropped about 6 inches during 3 days without rain. Pumping after heavy rainfall had only temporary effect on lowering the water table inside or outside the entry threshold because of the continuous percolation
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Interior view of door sill and jamb feet [detail of DTR09PH52--1001.01.136]. The restored south jamb is set on the original stone door sill, which exhibits a full-width transverse fracture [visible between plank and left (north) door jamb]. This fracture is probably related to the deflection and dislocations in the east kitchen wall masonry and timber suppor
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