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DEEp EDDy CAbARET CONDITION ASSESSmENT O C TObE R 2024 ARCHITECTURE & CONSERVATION DEEP EDDY CABARET CONDITION ASSESSMENT October 2, 2024 Will Bridges, Owner Deep Eddy Cabaret 2315 Lake Austin Blvd. Austin, Texas Re: Condition Assessment for Deep Eddy Cabaret PREFACE Hutson Gallagher, LLC (HG) is an architectural firm that specializes in providing services for public and commercial historic buildings. In August 2024, HG was contact by Will Bridges to discuss needed repairs for the historic Deep Eddy Cabaret, located at 2315 Lake Austin Boulevard in Austin. The building was recently designated as a City of Austin Historic Landmark. HG team members, Chris Hutson and Tracy Hirschman Hutson, met with Mr. Bridges on site, on August 29th to review concerns about various conditions he believed were beyond basic maintenance. This assessment report was commissioned to serve two purposes, the first to enable the architectural team to develop repair recommendations going forward, and to provide the Owner with a holistic view of the building’s current condition. This assessment outlines on- site observations, includes a summary of recommendations for needed repairs, and provides an estimated opinion of probable cost to aid with the budget planning aspect as they approach the work. It is understood the company anticipates pursing grant funding to aid the cost of repairs. Phases planning for the execution of identified scopes of work is also expected. Extensive photographs were taken of the conditions and are compiled in the Appendix section at the end of this document. HISTORY The Deep Eddy Cabaret is a stone and brick masonry building on a sloped site at the southeast corner of the intersection of Lake Austin Blvd. and Deep Eddy Avenue. Originally constructed circa 1914 or 1915, as a neighborhood grocery store, the building has undergone multiple changes and additions. In July, 2024 the Deep Eddy Cabaret was designated as a City of Austin Landmark.1 Based on remaining evidence and early Sanborn maps, the original building footprint was approximately 20 by 40 feet with stone walls on the west, south, and east elevations and a brick front façade. The original pitched roof was set within the masonry, as evidenced by remaining flashing in the attic and a photograph from circa 1915 that shows a portion of the east wall. 2 The current roof structure was likely added in the 1920s or early 1930s when the building was expanded to the south. This expansion removed and likely reused the original stone in the south wall at the base of the new enclosure, with upper portions constructed of wood framing covered with stucco. 1 Fernandez, Matt. “Deep Eddy Cabaret Gets Historic Status from the City of Austin | Kvue.Com.” kvue.com. Accessed October 4, 2024. https://www.kvue.com/article/news/local/austin-deep-eddy-cabaret-gets-historic-status/269-7fa905b3-e945-48f8-bcaa-2cd8cadea0e8. 2 Photograph HB – Lake Austin Boulevard 2313 (9246), Available at the Austin History Center. DEEP EDDY CABARET CONDITION ASSESSMENT Image 1: 1935 Sanborn Map showing the building as stone construction (blue) with a brick front wall (red) and wood canopy over the entrance (yellow). The original rear addition of wood is also shown. The main roof is shown as wood shingle, while the entrance canopy roof is composition shingle. The west addition was constructed in 1939 based on a newspaper account of receiving a permit to construct a “stucco storeroom addition”3. Aerial photos of Austin from 1940 clearly show the completed two-story 600 square foot addition. The basement level walls are constructed of irregular stone, with later concrete infill and modifications for glass block windows. Like the south addition, the upper walls are constructed of wood framing covered with stucco on metal lath. However, the 1x sheathing was installed horizontally rather than diagonally like the south addition. The west addition is covered with the same concrete roof tile as the main portion of the building. Image 2: Aerial photograph showing Deep Eddy Grocery with roof structure modified and additions to the south and west (arrow). A wood framed porch deck with a seating and bar area below were added in the 1990s per TravisCAD information. The wood is framed with 2x12 joists with 1x wood decking covered with a single ply roof membrane. The roof area of the deck holds mechanical equipment for the Deep Eddy Cabaret and the Pool Burger restaurant located below. It is not accessible to the public. The bar area is constructed of concrete block masonry. Neither of these areas fall within the period of significance listed in the 2024 Historic Landmark Application. 3 “6 WPA Projects Hike Permit Total: Week’s Sum Reaches $352,272.” The Austin American, March 12, 1939. Page 2 of 10 DEEP EDDY CABARET CONDITION ASSESSMENT (cid:67)(cid:65)(cid:78)(cid:79)(cid:80)(cid:89) (cid:79)(cid:82)(cid:73)(cid:71)(cid:73)(cid:78)(cid:65)(cid:76)(cid:32) (cid:67)(cid:79)(cid:78)(cid:83)(cid:84)(cid:82)(cid:85)(cid:67)(cid:84)(cid:73)(cid:79)(cid:78) (cid:67)(cid:65)(cid:46)(cid:32)(cid:49)(cid:57)(cid:49)(cid:53) (cid:79)(cid:85)(cid:84)(cid:68)(cid:79)(cid:79)(cid:82) (cid:83)(cid:69)(cid:65)(cid:84)(cid:73)(cid:78)(cid:71) (cid:66)(cid:65)(cid:82) (cid:38) (cid:83)(cid:69)(cid:65)(cid:84)(cid:73)(cid:78)(cid:71) (cid:67)(cid:79)(cid:79)(cid:76)(cid:69)(cid:82) (cid:67)(cid:79)(cid:79)(cid:76)(cid:69)(cid:82) (cid:83)(cid:84)(cid:79)(cid:82)(cid:65)(cid:71)(cid:69) (cid:83)(cid:69)(cid:65)(cid:84)(cid:73)(cid:78)(cid:71) (cid:66)(cid:73)(cid:76)(cid:76)(cid:65)(cid:82)(cid:68)(cid:83) (cid:83)(cid:84)(cid:79)(cid:46) (cid:82)(cid:69)(cid:83)(cid:84)(cid:82)(cid:77) (cid:82)(cid:69)(cid:83)(cid:84)(cid:82)(cid:77) (cid:83)(cid:79)(cid:85)(cid:84)(cid:72)(cid:32)(cid:65)(cid:68)(cid:68)(cid:73)(cid:84)(cid:73)(cid:79)(cid:78) (cid:67)(cid:65)(cid:46)(cid:32)(cid:49)(cid:57)(cid:50)(cid:48) (cid:68)(cid:69)(cid:67)(cid:75)(cid:32)(cid:47)(cid:32)(cid:77)(cid:69)(cid:67)(cid:72)(cid:65)(cid:78)(cid:73)(cid:67)(cid:65)(cid:76) (cid:68)(cid:69)(cid:67)(cid:75)(cid:32)(cid:65)(cid:78)(cid:68)(cid:32)(cid:66)(cid:65)(cid:82) (cid:65)(cid:68)(cid:68)(cid:73)(cid:84)(cid:73)(cid:79)(cid:78) (cid:49)(cid:57)(cid:57)(cid:48)(cid:115) (cid:70)(cid:73)(cid:82)(cid:83)(cid:84)(cid:32)(cid:70)(cid:76)(cid:79)(cid:79)(cid:82)(cid:32)(cid:76)(cid:69)(cid:86)(cid:69)(cid:76) (cid:78) (cid:87)(cid:69)(cid:83)(cid:84)(cid:32)(cid:65)(cid:68)(cid:68)(cid:73)(cid:84)(cid:73)(cid:79)(cid:78) (cid:67)(cid:65)(cid:46)(cid:32)(cid:49)(cid:57)(cid:51)(cid:57) EXTERIOR CONDITIONS - MASONRY The exterior east and west walls are constructed of roughly coursed limestone blocks with a total wall thickness of approximately 18 inches. Solid stone headers over basement windows on the west elevation are original, while the single basement door opening, at that same elevation, appears to be a later addition. The original south wall has been removed and portions of the current south addition appear to be constructed using salvaged original stone. (Photos 2 -4) The original footing material and depth is unknown but is assumed to be corbelled stone based on the wall construction. No exterior waterproofing was observed at the basement level; however, the owner reported no current water infiltration. Page 3 of 10 DEEP EDDY CABARET CONDITION ASSESSMENT The original north wall construction of brick masonry with stone trim remains. (Photo 1) The face brick originally featured a stepped parapet with limestone caps. The stones, which are visible in the attic as pitched-faced have been cut or modified with stucco to create a smooth surface on the exterior. The wall area above the original masonry was added to create the gable when the roof structure was modified in the 1920s. This is wood construction with faux brick masonry believed to be formed using scored stucco, to match the original brick below. The brick, stone, and faux brick on the front wall have been painted. The lower portion of the north wall has been covered with vertical wood siding, and wood paneling on the interior which prevents evaluation of the remaining masonry and determining the locations of any original openings. Image 3: Dashed line shows original parapet line of north wall. The wood framing and faux brick installed above was added when the roof framing was altered. All limestone and brick walls are generally in good condition, despite be painted and repainted over many years. All exterior walls appear to be free of substantial cracking or signs of displacement. The following conditions were observed: 1. Exterior openings without continuous stone headers need to be evaluated by a structural engineer and likely require additional structural framing in the form of steel lintels or other support. (Photos 4) 2. Condensate drains along the west wall are causing water to pond against the stone, which will accelerate deterioration of both the stone and mortar and could eventually damage interior finishes. (Photo 5) 3. Mortar is deteriorated and missing in several locations along the west wall near grade. All loose mortar should be removed, and the areas repointed using a compatible mortar. 4. Due to the historic painted sign reading “Groceries & Minnows” on the west elevation, complete stripping of the early paint is not recommended. However, removal of later painted coatings, including the blue and black mural at the north end of the east wall is encouraged. (Photo 10) Additionally, any conservation repair work or protective coatings applied over the “Groceries & Minnows” sign need to be performed in consultation with a stone conservator to ensure the wall and original signage are not irreparably damaged. 5. There are many electrical, plumbing, and other assorted penetrations through the exterior masonry. Abandoned conduit and piping and all associated anchors should be removed, and the remaining holes patched with a compatible mortar. EXTERIOR CONDITIONS - STUCCO Page 4 of 10 DEEP EDDY CABARET CONDITION ASSESSMENT Exterior stucco walls on the west and south elevations were constructed over metal lath applied to wood sheathing. The rough textured stucco finish is generally free of cracking or signs of delamination. The following conditions were observed: 6. There is a vertical joint in the wall between the south addition and the west addition that lacks any sealant and is likely allowing water into the wood framed wall. Trowel marks indicate attempts have been made in the past to cover the joint using cement or stucco. Installation of backer rod and sealant to prevent water intrusion is recommended. If movement continues, a structural engineer may be required to determine if foundation movement between the two is occurring. EXTERIOR CONDITIONS - ROOF The main roof structure is comprised of 2x4 rafters at 24 inches on center at a pitch of 32 degrees. The rafters are braced near midspan with 2 x 6 boards running horizontally from east to west. Rafters spanning between the original stone walls are nailed to a 2x4 wood plate along the top of the stone. (Photos 11-12) Rafters over the later south addition are nailed to a wood plate supported by 2x4 studs at various spacings. Diagonal 1x bracing secures each rafter to the ceiling joists below. The roof sheathing is spaced 1 x 4 boards, although many appear to be salvaged tongue-and-groove flooring. (Photo 16) The current roof material over the main roof and the west addition is a corrugated cement tile of unknown date. The interlocking tiles appear similar to a “Waterseal” concrete tile made by the Otto Walter Concrete Roofing Tile Co. in the 1920s. The dates this company was in business are unknown. Based on a surviving catalog from 1922, the tiles were marked as being fireproof, waterproof, and able to withstand a live load of “many hundred pounds.” These tiles were available in “many colors and shades” although only red and green are shown in illustrations. Image 4: Excerpt from Waterseal Concrete Tile catalog from 1922 showing available shapes. Page 5 of 10 DEEP EDDY CABARET CONDITION ASSESSMENT The concrete tiles are installed on 1x wood nailers which are nailed over an earlier wood shingle roof. No builder’s felt or other membrane was used between the two roof materials. The following conditions were observed at the roof and attic: 7. The lack of a solid roof deck and underlayment has led to multiple leaks in the roof that are visible from the attic. The previous cedar shingles and 1x sheathing are rotted in several areas, most notably along the roof ridge. (Photo 20) Several of these leaks were improperly repaired from the attic side of the roof using miscellaneous sheet metal and other items. (Photo 21) 8. The concrete tiles are largely intact and in good condition on both the main roof and the west addition. The original red coloring has almost completely worn off in all areas. 9. A special gable finisher tile was used at the north end of the roof. This tile has a dropped edge that extends over the rake board and prevents water entry. However, at the south end of the roof, this important tile was omitted and the open edge was cemented directly to the roof. Small gaps between the cement and top of the wood are allowing water infiltration and damaging the wood below. (Photo 22) 10. The West addition also lacks a finisher tile at the south end of the roof, but in this instance the gap was not cemented. Water entry has severely damaged the rake board and beaded board soffit. (Photos 23, 27) 11. The ridge has been improperly repaired on multiple occasions. Tiles are mis-aligned and newer tiles appear to have been laid directly over older ridge tiles. All joints at the ridge have been coated with a roofing mastic in an attempt to prevent water entry. (Photo 24) 12. Improper flashing repairs have been made around vent pipe penetrations. These include a fiberglass mesh repair sealed with an epoxy-urethane or similar topcoat installed directly over the original tile and later mastic applications. (Photo 25) 13. The projecting canopy at the north elevation was recently reconstructed and painted to match the previous appearance. The original iron tie rods supporting the canopy remain in use but are enclosed within the structure and could not be evaluated. EXTERIOR CONDITIONS DOORS AND WINDOWS 14. The main entry door to the bar on the north elevation is a modern storefront door. On the west elevation, a door leading to the basement level was added at some point. This flush wood door is no longer used, and the interior stairs are blocked. The bottom of the door is delaminating from moisture accumulation (Photo 4). The door in the south wall, at the first floor level leading onto the wood deck, is a five panel wood door that may be historic to the building. The level change between the first floor and the roof deck creates a situation where water can be trapped between the door and the surrounding stucco and wood framing. 15. Two original wood windows remain on the west elevation at the basement level, These have been enclosed at the interior side and iron bars added to the exterior for security. There are also two windows at the first floor on the west elevation in the stuccoed addition at the south end of the building. One is a wood sash similar to the basement windows, with iron bars on the exterior added. The adjacent window is entirely enclosed behind a wood panel and could not be evaluated. Neither of these are visible on the interior. All windows have deteriorated sealant and minor paint loss, but appear in good condition otherwise. Leaves from the adjacent trees tend to collect between the wood sash and the iron security bars, which can lead to moisture damage over time. Page 6 of 10 DEEP EDDY CABARET CONDITION ASSESSMENT INTERIOR CONDITIONS Numerous interior modifications have occurred since 1950, when the grocery store was sold and converted to a bar. Many these changes involved installing new materials and finishes over the previous, which has resulted in the build-up of multiple layers of building material over time. This prevents direct observations of much of the interior and potentially serious conditions only become visible when significant alterations are made. 16. All walls in the bar and seating areas are covered with modern wood paneling, which predates photos of the interior taken in 1986. Behind the paneling is vertical v-groove wood siding of unknown date. (Photos 29-30) 17. An early beaded board ceiling remains throughout much of the first floor, concealed above the present lay-in acoustic ceiling. The beaded ceiling in the norther portion of the space is covered with an acoustic tile that appears to have been adhered directly to the wood. (Photos 31-32) 18. The basement has added framing throughout to support a dropped ceiling, and there is evidence of multiple plumbing leaks that are mitigated with buckets suspended from the infill material. (Photos 33-34) 19. Basement level of the west addition was modified for public seating with two restrooms. The irregular stone masonry along the exterior west wall does not match the historic. Openings in the wall have been infilled with glass block to allow natural light into the interior. These may have been original or early openings that were enlarged. RECOMMENDATIONS The Deep Eddy Cabaret building is generally in good condition despite its 109-year age and continued usage initially as a local grocery store and since the 1950s as a neighborhood tavern. The quality of the original masonry construction and the early additions, coupled with routine maintenance have helped prevent serious damage to the structure. However, the building suffers from multiple problems that are typical of buildings of this era and construction type. These primarily include roof failure, rotted exterior wood, masonry deterioration, and other exterior envelope issues. On the interior, the predominant concerns are the result of accumulated modifications over many years, that have led to structural, plumbing, and electrical issues. All of these need to be addressed to prevent loss of historic building materials and preserve the Deep Eddy Cabaret for future generations. 1. Due to the proliferation of rotted wood, and the lack of suitable underlayment, the existing roof requires significant repair. The existing concrete tiles should be carefully removed and cleaned of all cement, roof mastic, and other materials. The previous wood shingle roof and the spaced sheathing should be removed and discarded as they prevent proper installation of a suitable plywood deck. Damaged roof rafters should be repaired or replaced entirely. The salvaged tile should be reinstalled over the continuous plywood deck and a suitable underlayment. If possible, salvaged historic tile should be located to replace damaged or missing pieces. If a replacement cannot be found in sufficient quantities, then use of an alternate concrete tile that closely matches the historic should be considered. 2. The historic roof framing may be inadequate for the weight of the roof tiles. Manufacturer’s literature from 1922 indicate tiles are 7.5 lbs per square foot, but this has not been verified. Based on the size and spacing of the existing rafters, a structural engineer is required to determine if additional attic reinforcement is required. 3. Attic ventilation at the north and south sides of both the main attic and the west addition should be modified to prevent water infiltration. Existing debris partially blocking the vents in the main attic should be removed. Page 7 of 10 DEEP EDDY CABARET CONDITION ASSESSMENT 4. The existing gutters should be repaired or replaced as part of the roof work. Downspouts should direct water away from the building. 5. Minor repair and repointing of the exterior limestone is required. This includes removal of abandoned anchors, conduit and equipment. New mortar should match the historic mortar composition, color and tooling. This work should be performed by a mason with proven experience working with historic masonry. 6. As noted above, removal of paint from the original stone masonry is not recommended at the west wall, which was historically painted. However, modern applications of paint in vibrant colors, like that at the northeast corner of the building, should be removed. 7. Minor cracks in the exterior stucco should be repaired. Larger openings, such as the joint between the main building and west addition at the south wall, should be infilled with backer rod and sealant. 8. Additional investigation is required to determine the conditions of the brick masonry at the north wall. This will require partial removal and reinstallation of the exterior vertical wood siding. This siding is evident 9. Windows: The remaining historic wood windows require replacement of deteriorated sealant and repainting. All leaves and debris from the nearby trees needs to be routinely removed to prevent moisture build-up. 10. Doors: The front door has a modern store front entry. Recommend additional research to determine a more period appropriate door and replacing it with a historically sensitive reproduction. Doors (and windows) are considered primary elements that respect the character of historic buildings. 11. All electrical junction boxes, including those in the attic and above the lay-in ceiling at the interior need to have proper covers as required by code. Exposed wiring is considered a fire hazard and is especially concerning in historic structures. Additionally, an electrical survey is needed to verify that remnants of knob-and-tube wiring visible in the attic are not active, and make recommendations required to comply with current codes. 12. The plumbing system within the building has been modified and expanded many times over the years and is in need of repair and reconfiguration. Access to perform repairs is often difficult due the many layers of building materials. Removal of paneling, ceilings, and wood framing are likely necessary in most locations. 13. Various interior finishes, such as the carpeting in the main seating area, are severely worn and in need of replacement. Understandably, these are often considered as part of the historic character of the space and thus there is reluctance to replace them with modern materials. Therefore, the selection and installation of replacement materials needs to be sympathetic to the historic appearance. 14. Recent repairs to the bar area revealed there are over seven previous flooring finishes underneath, including what appears to be additional tongue-and-groove flooring, and layers of plywood and linoleum or other sheet flooring. The combined weight impact of these materials may exceed the load capacity of the existing wood framing. Although some supports have been added at the basement level, a structural engineer is needed to estimate the load and determine if additional framing is required. 15. There is considerable historic material, including original beaded board wood ceilings above the current lay-in ceiling, and v-groove wood boards behind later wood paneling. The removal and exposure of these historic elements throughout the first floor would require removal of the current ceilings, wood paneling, and other elements. This would substantially change the interior appearance of the bar and seating area which could be considered detrimental as the period of historic significance, as determined by the Historic Preservation Office, includes much of the “bar era” of the building. Page 8 of 10 DEEP EDDY CABARET CONDITION ASSESSMENT OPINION OF PROBABLE COST Any Statement of Probable Construction Cost prepared by Hutson Gallagher, Inc. and our Consultants represents our best judgement as design professionals. It must be recognized, however, that neither the Architect nor the Owner has control over the cost of labor, materials, equipment, a Contractor’s methods of determining prices, competitive bidding, market or negotiating conditions. Accordingly, the Architect cannot and does not warrant or represent that any future project budgets, bids, or negotiated prices will not vary from the enclosed Opinion of Probable Construction Cost or from any other cost estimate or evaluation prepared by the Architect. OPC does not include architect-engineering fees. Page 9 of 10 DEEP EDDY CABARET CONDITION ASSESSMENT APPENDIX 1. Supporting Photographs (19 pages) 2. 1922 Catalog of Waterseal Concrete Tile (11 pages) Page 10 of 10 Deep Eddy Cabaret Condition Assessment Photos Photo 1. North wall showing brick construction with applied vertical wood siding at first floor. Wood famed canopy was recently reconstructed. Photo 2. West elevation Photo P 1 Deep Eddy Cabaret Condition Assessment Photos Photo 3. Various electrical conduit and plumbing applied to exterior of west wall. Note condensate staining onto historic masonry. Photo 4. Historic basement level wood window and non-historic wood door at west wall. Both are inoperable. The door lacks a continuous header. Photo P 2 Deep Eddy Cabaret Condition Assessment Photos Photo 5. Condensate line dripping adjacent to historic stone masonry. Photo 6. Historic painted signage over stone at northwest corner. Photo P 3 Deep Eddy Cabaret Condition Assessment Photos Photo 7. South wall showing early addition to the building. The stone masonry along the lower part of the wall was likely salvaged and reused. Interior of south addition looking northwest. The basement wall at Photo 8. this level appears historic with original stone headers over door and window opening. Photo P 4 Deep Eddy Cabaret Condition Assessment Photos Photo 9. East wall showing original stone masonry behind walk-in cooler. The recessed area with shelving was originally an exterior door of the grocery. Photo 10. East wall at north end showing joint between stone and brick. Note modern painting onto stone and damaged roof and gutter above. Photo P 5 Deep Eddy Cabaret Condition Assessment Photos Photo 11. Attic looking northwest showing stone wall and existing roof framing. Note historic flashing along wall from previous roof. Insulation is sparse. Photo 12. Attic looking northwest showing stone wall and existing roof framing. Photo P 6 Deep Eddy Cabaret Condition Assessment Photos Photo 13. North end of attic showing roof flashing from original roof structure. Photo 14. Northwest corner of attic showing wood framing added to top of original stone parapet at unknown date. Photo P 7 Deep Eddy Cabaret Condition Assessment Photos Photo 15. Northwest corner of attic showing wood framing added to top of original stone parapet at unknown date. Photo 16. Previous wood shingle roof visible in attic. Sheathing consists of re- used tongue-and-groove wood flooring. Photo P 8 Deep Eddy Cabaret Condition Assessment Photos Photo 17. Open junction box with exposed wiring in attic. Photo 18. East attic looking north showing existing framing. Original exterior east stone wall is visible at far end. Area is not insulated. Photo P 9 Deep Eddy Cabaret Condition Assessment Photos Photo 19. East attic looking southeast showing existing vent and lack of any flashing or louvers to prevent water entry. Note exposed electrical connection at lower left. Photo 20. Rotted wood framing at ridge of main attic allowing water entry. Concrete tiles are visible above deteriorated wood shingles. Photo P 10 Deep Eddy Cabaret Condition Assessment Photos Photo 21. Roof leak at southwest corner of attic repaired with variety of metals including old cookie sheet. Photo 22. South roof gable showing existing concrete tile cemented to top of wood rake. Photo P 11 Deep Eddy Cabaret Condition Assessment Photos Photo 23. South roof gable showing transition from main roof to east addition. Note rotted wood at rake of addition. Photo 24. Ridge of existing roof has been patched with asphaltic material along entire length. Photo P 12 Deep Eddy Cabaret Condition Assessment Photos Photo 25. Existing roof vent has been patched with ?? Photo 26. Concrete tile are generally in good condition, but have lost their original red finish. Photo P 13 Deep Eddy Cabaret Condition Assessment Photos Photo 27. Detail of rotted wood at addition. Tiles in this location were not cemented, allowing water to enter roof and damage decking below. Photo 28. Concrete tile are generally in good condition, but have lost their original red finish. Photo P 14 Deep Eddy Cabaret Condition Assessment Photos Photo 29. Detail of rotted wood at addition. Tiles in this location were not cemented, allowing water to enter roof and damage decking below. Photo 30. Concrete tile are generally in good condition, but have lost their original red finish. Photo P 15 Deep Eddy Cabaret Condition Assessment Photos Photo 31. View above acoustic sealing at south end of Addition showing early beaded board ceiling and v-groove wood walls. Photo 32. View above acoustic sealing at south end of Addition looking north showing wood framing where original stone wall was removed. Ceiling is covered with adhered acoustic panels. Photo P 16 Deep Eddy Cabaret Condition Assessment Photos Photo 33. Basement work and storage area looking north. Photo 34. Added wood framing below first floor. Ceiling has been removed and buckets used to control plumbing leaks. Photo P 17 Deep Eddy Cabaret Condition Assessment Photos Photo 35. Office area at southwest corner of basement level. Note historic wood window has been covered. Photo 36. Concrete tile are generally in good condition, but have lost their original red finish. Photo P 18