HISTORIC STRUCTURE REPORTFINALINTERIORSince the building’s construction in 1932, major alterations have been focused inthe basement and service areas. These alterations are reflected in the amalgam ofinterior partition construction techniques and wall finishes of the lower level. Bycontrast, the main floor exhibits few alterations, particularly in the double-heightsanctuary.Although interior deterioration appears to be minor at this time, the primaryconcern is that spalling and corrosion may be indicative of a more seriouswater infiltration problem affecting the structural integrity of the building (seemoisture infiltration treatment recommendations below). Visible damage fromthe building’s 75 years of use is evident throughout the space. The physicalstresses on the material over time have lead to deterioration of the tile floor,inoperability of some wood windows, ghosting of abandoned fluorescent lights,water damage to the plaster, and delamination of paint. Although each conditionmay not be severe unto itself (upper level water damage being an exception), it isimportant to view the cumulative affect of deterioration on the building.Paint delamination at chancel window.When analyzing plaster,the primary signs ofdeterioration are crackingand delamination.Primary deteriorationmechanisms of plasterinclude decaying lath,broken plaster keys,water penetration, andstructural movement.Failure of this kind isexhibited in localizedareas of the <strong>Presidio</strong><strong>Chapel</strong>, although adetailed surface analysisof the plaster was notcompleted for thisassessment.PAINT AND PLASTERInterior walls of the building envelope, and primary partition walls, are boardformedconcrete with a painted gypsum plaster interior coating. The paintedgypsum plaster is applied to a cementitious plaster coating. It is unclear how theplaster is adhered to the concrete substrate, although the system is likely wiremesh mechanically fastened to the concrete substrate.The primary construction technique for interior partition walls are wood studwith gypsum-board sheathing with a gypsum plaster finish coat. This finish coatis painted a uniform white throughout the building. Secondary constructiontechniques of interior partition walls are terra cotta block and plywood infill. Aspreviously mentioned, these partition walls exist in the basement and have beenaltered throughout the life of the building.ConditionInterior materials are generally in good condition, with water intrusion and paintdelamination occurring in select locations.The interior of the building is in remarkably good condition, considering its age.In general, water damage is infrequent and minor; though severe conditions existin the upper level bell tower and organ pipe chambers. Some minor efflorescenceand paint delamination exists and should be remediated.Issues & RecommendationsDeterioration of the interior plaster coating is visible in the west basement“projection” that currently includes the kitchen and restroom, as well as upperrooms, including the bell tower and the organ pipe chambers above the vestryand restroom. In all cases, these rooms exhibit major water intrusion that hasresulted in paint delamination, plaster spalling and efflorescence, and in some48MARCH 2012
PRESIDIO CHAPEL (BUILDING 130)SAN FRANCISCO, CALIFORNIAcases, corrosion. There is also some staining and plastercracks in the bell tower stairwell, bride’s room, and bride’sroom hall.Efflorescence is concentrated in areas of visible waterintrusion. Efflorescence, the expansion of salts below thepaint surface, may cause delamination of the finish coat.Although generally uncommon in the <strong>Presidio</strong> <strong>Chapel</strong>,efflorescence is visible adjacent to the Hope window inthe chancel, along the concrete apron of the basement, atthe union of the bell tower and sanctuary, within the belltower, and in the organ pipe chambers above the vestryand the bride’s room. To alleviate delamination causedby efflorescence, the transportation of water through theconcrete must be mitigated.Example of corrosion and spalling in organ pipe chamber.Efflorescence and staining at ashpit door.In the case of the bell tower, the path of water can be tracedfrom the chimney where flashing has presumably failed, allthe way down to the lower level. Staining is evident at alllevels of the tower, ultimately manifest at the ashpit door inthe boiler room hallway. Water collecting at this lowest pointhas caused efflorescence and delamination. Repairs and/orreplacement of the chimney flashing or chimney cap shouldalleviate the problem.PART III: TREATMENTRECOMMENDATIONSCONCRETEReinforced concrete masonry is the primary structuralmaterial at the <strong>Presidio</strong> <strong>Chapel</strong>. As such, steel reinforcingbars known as “rebar” are imbedded into the concrete toincrease the tensile strength of the material. Lateral (windor seismic) loads are resisted by the existing concrete wallsacting as shear walls in combination with the wood roofsheathing and the concrete ground floor slabs acting asWater staining along chimney mass in bell tower.Efflorescence and spalling in bell tower.Page & Turnbull49