HomeMy WebLinkAbout201 Linden St - Correspondence/Historic Preservation - 03/01/2018Landmark Preservation Commission Design Review Subcommittee (DRS)
Condi ions of Approval
2 1 inden Street
March 1, 2018
Attending: Brian Pearson, Dohn Construction Inc. (DCI); Dawn Oglesby, Oglesby Design; Gary Weeks,
Weeks Structural Engineering; Mark Wimmer, Building Owners' Respresentative; Per Hogestad and
Kevin Murray, Landmark Preservation Commission; Karen McWilliams, Historic Preservation Staff
• DCI will apply Strain Gauges as required to determine/monitor building movement. (Long term
monitoring).
• The existing roof will be inspected and patched as required. Also, parapet flashings, sealant and
roof to parapet detail will be checked for water infiltration, and repaired as required.
• All structural bracing will be located on the interior of the building.
• The proposed increase in height of the west elevation parapet, shown on the plans as CMU, will
instead be accomplished in a transparent manner; the materials and design will require Building
Department and Historic Preservation approval.
Prior to the start of exterior work on the building facades:
• A report will be submitted from a caulking and sealant expert, evaluating the entire building.
• Peter Farquhar will evaluate the brick and stone work, and identify appropriate materials for
masonry repairs and consolidation.
• Samples of sealants, caulk and consolidation material will be provided for color match. Pre -
caster will provide physical samples of pre -cast material for color match.
• The original stone sills will remain in place, and be consolidated, sealed, and caulked.
Appropriate materials need to be identified. Pete Farquhar will address.
• Two stone columns (one above the other, as depicted on the plans) will be replaced by
manufactured columns; the removed stone columns will be used to replace a deteriorating stone
column on the far north of the Linden side.
• An appropriate caulk will be added between the stone sidewalk slabs for the first 4 feet from the
foundation where the caulking is missing or moisture appears to be entering the foundation.