Tag: Barns

  • Ice House in a Heat Wave

    Callie and Matt, fitting the middle tie beam
    Callie and Matt, fitting the middle tie beam

    On Friday we erected the Ice House, c. 1770.  This small, 10′ x 13′, frame is an exact replica of the larger barn to which it was found adjacent.  The Ice House had been fully sheathed inside and out, and the wall cavities filled with sawdust, for insulation.  It is extremely rare to find an extant ice house frame, and we were honored to work on it.

    The repairs were first initiated a few years ago, and the frame’s small size allowed its transport to a number of preservation conferences and its use in a semester’s long workshop with high school students.  While the Ice House was an incredible teaching tool, its age and significance prompt us to start looking for a good, final home.

    The final repairs were made with the help of two of this year’s Maine Preservation interns, Callie Douglass, and Matt Corbett.

    "Hewin'" Callie Douglass
    "Hewin'" Callie Douglass

    We began by assembling the deck inside the shop.  The frame required new sills, one of which was cut from a hewn sleeper reclaimed from the Damariscotta Steeple.  We filled in the deck with log joists from a frame that was not able to be salvaged.*

    Callie has experience with new timber frames, and was eager to learn how to preserve old ones.  Her first repair was an under-squinted scarf joint in one of the original 7′ posts.  When she was finished with her scarf, she hewed down the fix to match the old material.  This was the first time Callie had used an adze, but Arron helpfully counseled, “It’s just like golf, Callie, all about the follow through.”  Which may be the only apt analogy between timber framing and golf.  Despite her lack of experience, golfing and otherwise, Callie found she really had a knack for hewing.

    Matt "Look at those Curls" Corbett
    Matt "Look at those Curls" Corbett

    Because of the age of this building, we were repairing, rather than replacing, almost all of the studs, and Matt Corbett performed many of these repairs.  In addition to his historic preservation education, Matt had an undergraduate background in sculpture, so he was acquainted with some of the power tools in our shop.  In the process of repairing the stud feet, however, he most enjoyed the precision of hand tools, and took a shine to hand planing.

    Half Dovetail Mortise
    Half Dovetail Mortise

    After the fixes were complete, we were hoping that the test assembly in the shop would go smoothly.  The “Front Eave” plate fit nicely, with a parade of matching marriage marks down the posts, studs and braces.  The gable tie beams dropped on and stiffened the entire frame.  When we went to drop on the middle tie, however, we noticed that the half dovetail pocket was facing the wrong direction.  A half dovetail is a beautiful joint that allows the tie beam to hold the top of the wall in place, preventing it from spreading with the weight of the rafters.  We were mystified that the Front Eave plate, as labeled by its tag, fit so well, even though the wide part of the dovetail mortise was facing the interior of the building.  The dovetail on the middle tie beam was no help, because the tenon that connected to this plate was so deteriorated that it no longer had a sloped shoulder.  Matt suggested that maybe the original builders had made a mistake, but we shushed him out of reverence for the old timers.

    Tie Beam Wear, Here!
    Tie Beam Wear, Here!

    We took the frame apart, and tried turning the plate end for end, with the dovetail mortise oriented correctly, but nothing fit.  So we switched the plates, thinking that they had been labeled wrong, and there we found our answer.  With the plate on the opposite wall, the joints still didn’t fit, but sunlight streamed in from the upper windows and illuminated our joinery.  We could see a distinct shadow line from the shoulder of the tie beam on what should have been the exterior of the plate.  The old timers who built it had made a mistake (and made the Ice House today all the more interesting in the process).  They reversed the dovetail mortise on one plate and then reduced the tie beam tenon on that end to fit.  So we re-assembled the frame the way it was originally built, and the middle tie slipped easily into place, locking up the frame.  A pretty parade of matching marriage marks left no one the wiser.

    Click on the photos below to see the marriage marks, Matt’s tie beam fix, and more information about our process, and parts and pieces.

    *At PTF, we try to avoid Frankenstein frames, but believe there are cases where reuse of certain rare pieces is appropriate (and better than sending them to a burn pile).

  • Lebanon Barn Coming in for the Finish

    Cornice Fit for a King
    Cornice Fit for a King

    A few months back, we disassembled a barn in Lebanon, Maine.  Since then, we took the pieces back to the shop, repaired what we could, and re-designed the rest.  This Spring, we assembled the frame using original and remade pieces, and Shawn and his crew have been busy hanging the cornice.

    For more photos, explore our Flickr album.

  • Shop Time

    During the past few months, Ed has been busy at the shop cutting a reproduction barn frame for a client.  The original barn fell in a Nor’Easter, and we salvaged as much as we could.  We will re-use much of the bracing, an upper gable, and a front gable drive post that has a large slot through which the front door will slide.  Click on the photos below for more information:

  • TTRAG Symposium this weekend

    The annual meeting of the Traditional Timber Framers Advisory Group is this Saturday, and our crew is really looking forward to it.   Our own Dan Boyle has worked hard to organize a great event in Topsfield, MA, which will include a walking tour of the Parson Capon House c. 1683, the Gould Barn c. 1710,  and the Topsfield Congregational Church c. 1842.  Peter Dellea and Tim Wholhueter will give a demonstration of milling, and Al Hodson, “an engineer who is not afraid of timber frames”, will be amongst the speakers.  Click here to lean more.

  • Barn Assessments

    New England is peppered with antique barns in various states of disrepair, and saving them is central to our mission.  Timber-framed barns are icons of the New England landscape.  They connect us to our agrarian and architectural history and contain centuries of embodied energy.  But many other books, such as Field Guide to New England Barns and Farm Building, and Big House, Little House, Back House Barn can wax poetic about barns better than we can.  Instead, we revel in the dirty work of preservation, which begins with a barn assessment.

    A barn assessment documents the frame by measuring the size and condition of its components.  Depending on the level of disrepair, this may include its roof, foundation and exterior elements.  Arron, or a member of the crew, spends a day taking photos, measurements and sticking the framing members with an awl to determine their level of rot.  Then we make a 3D drawing of the barn, identifying the areas in need of repair.  This helps the owner to visualize the scope of the project, and Arron to make an accurate estimate of the costs.

    To the left are two barn assessment models we made last week.  Red indicates rot, Yellow indicates repairs to be determined, Blue indicates missing elements and Green items couldn’t be accessed.

    If you are interested in a barn assessment, call Arron Sturgis at 207 – 698 – 1695

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