provo temple renovation

Since the building was concrete, we used the flooring stone for our jewelry. Renovations. The tabernacle was a more than century-old icon located in the central Utah community of Provo. Openings were then excavated through the rubble-stone foundation walls just below the brick and shotcrete walls. In short, the brick walls would need to be reinforced and strengthened. Steel needle beams were placed through the foundation wall openings and connected to the micro-piles (Figure 4). Once the weight of the walls was transferred into the shoring system, adjustable bearing seats were installed on each side of the jacks and the jacks were removed. It engages, enlightens, and empowers structural engineers through interesting, informative, and inspirational content. Our stone was given to us by a friend who worked on the temple project. Constructed from 1883 to 1898, the Provo Tabernacle was a historical treasure of The Church of Jesus Christ of Latter-day Saints (LDS) and the local community. Some of the piles were battered to resist the temporary lateral loads on the shored walls during construction. Provo City Center Temple. After more than five years of restoration and historical reconstruction, the Provo City Center Temple of The Church of Jesus Christ of Latter-day Saints was dedicated March 20, 2016. Along with the renovation crews packed up many historical artifacts and furniture from inside of the temple. Contact publisher for all permission requests. Experience STRUCTURE magazine at its best! Each project utilized general contractors with sub-contractors spanning many crafts and disciplines requiring temple recommend holders to perform the majority of the work. Rumors linger about the Salt Lake Temple closing for renovations, especially with last year's addition of the Draper and Oquirrh Mountain temples. Historic Renovation of the Provo Tabernacle, Wood Meets Structural, Aesthetic, and Sustainability Goals at One Nort. Figure 7. Since the original building had only a crawlspace below the main floor, a system had to be engineered to support and reinforce the existing masonry walls for excavation to take place. In total, the contractor excavated to 25 feet below grade for approximately 170,000 square feet and 40 feet below grade for approximately 15,000 square feet. Based on initial observations, it was evident that the mortar consisted of fine aggregate and lime, and was quite weak. The design of the interior bracing system needed to be compact and maximize working space for the contractor. For example, the portico was enclosed, and the tower’s steeple now stands 10 feet taller. Preserving and stabilizing the original brick walls was an initial focus. (Only three other temples have six ordinance rooms: the Ogden Utah Temple, Jordan River Utah Temple, and Washington D.C. Shotcrete placed on interior face of the brick. Here is a brief history of those temples. In the late 1970s, a feasibility study was prepared by the Provo Temple presidency for the establishment of a Provo Temple Visitors Center. A four-alarm fire destroyed the building (Figure 1) in December 2010. "I think it would be safe to say that that wouldn't even be considered until the Payson Temple (announced last month) is completed," Elder Walker said. Natural light streaming through windows around the tower illuminate an art glass ceiling in the main upper lobby located directly below the tower. The two buildings were built at the same time and were nearly identical in appearance until the Ogden Utah Temple was drastically renovated in the early 2010s. The temple was the first completed temple in Utah. History. “The contractors and architects have worked in similar situations where they have done underpinning but not at this scale and this height,” said LDS Church project manager Andy Kirby. To help the owner gain confidence in the thinner walls performing as desired during an earthquake, the structural engineers completed a performance-based design using non-linear analysis techniques. Credit: Charles Carter, Courtesy of Church History Library, Courtesy of Church History Library. Removed during the “renovation “ of the Ogden Utah temple, this stone was once part of the entryway floor. Figure 4. With the foundation system complete, the focus shifted to a new structural steel superstructure inside the shell of the existing building. Shear strength, compressive strength, and deformation property tests were conducted to assess the mortar’s physical properties. Dynamic, collaborative interactions between owner, architect, structural and geotechnical engineers, contractor and subcontractors generated economic and innovative solutions. The groundbreaking ceremony for the Provo Utah Temple was held just one week after the groundbreaking ceremony for the Ogden Utah Temple, marking the first time that two groundbreaking ceremonies were held in the same month. Grade 75 rebar was specified to reduce congestion of the steel reinforcing bars within the beams. In many areas, the need for thin concrete walls resulted in shear walls and boundary elements that did not comply with prescriptive code requirements. Provo Utah Temple. These openings were aligned between pairs of micro-piles. The Provo Utah Temple and Provo City Center Temple were the second pair of temples to be built in the same city, following the Jordan River Utah Temple (1981) and Oquirrh Mountain Utah Temple (2009) in South Jordan, Utah. The new temple will be St. George's second temple. The restoration of this key architectural feature was of particular import to the owner (Figure 6). The new composite walls would be supported by cased micro-piles while 30,000 cubic yards of earth were removed. A significant challenge faced by the design team was converting a 35,000 square foot historic structure into a modern 85,000 square foot temple without losing historic details. The Provo Utah Temple was dedicated in just two sessions by seating attendees—in addition to the temple—in the Marriott Center, George Albert Smith Fieldhouse, Joseph Smith Building, Harris Fine Arts Center, and Knight-Mangum Hall (Language Training Mission) on the BYU campus. Often dubbed one of the busiest temples in the Church, the Provo Utah Temple operates six ordinance rooms, allowing sessions to begin every 20 minutes. Kinshasa Congo Temple- Open House 12-30 Mar 2019 / Youth Devotional 13 Apr 2019 / Dedication 14 Apr 2019 Lastly, they acted as hold down anchors to resist buoyancy forces created by the water table. We came up with multiple options, vetted those out, and then improved it to what you see now.”, Many have called this historic renovation a “once-in-a-lifetime” project. For the past couple of years (this year being an exception), the Provo Temple has been closed for 6-8 weeks twice a year, instead of the usual 2 weeks. PHASE 2: TEMPLE OPEN FOR LIVING ORDINANCES ONLY—Based on First Presidency direction, this temple has resumed limited operations. The Provo Utah Temple stands adjacent to Church-owned Brigham Young University. Comments posted to STRUCTURE website do not constitute endorsement by NCSEA, CASE, SEI, C3 Ink, or the Editorial Board. The mat footing and foundation walls were designed to resist the upward hydrostatic pressures. A crowd gathers at the capstone ceremony for the Salt Lake Temple on April 6, 1892. Crews respond to Tabernacle fire. Latter-day Saint Temple Construction Photographs. For these ordinances, the temple will have minimal staff and the number … Located on Provo's east bench near the mouth of magnificent Rock Canyon, the Provo Utah Temple claims a stunning backdrop of towering mountains. The tower roofs were each removed as a single piece, and the one damaged tower was rehabilitated and rebuilt to its original configuration. Jeff Miller, S.E., is a Senior Principal at Reaveley Engineers in Salt Lake City. The Manti Temple has undergone various remodeling and renovations. In my experience as a Temple Recorder, it has been a blessing to participate in extensive renovation projects in the Chicago Illinois, Los Angeles California, and Jordan River Utah temples. The structure was designed to support the weight and overturning forces imposed by a new center tower matching the pre-1917 original. Still, people wonder if the Provo Temple is destined for Ogden-style massive makeover. For the renovated structure, see Provo City Center Temple. Great care was taken in the designs to preserve the original historic beauty of the church’s exterior. Web development and content management by C3 Ink™, a division of Copper Creek Companies, Inc. Before linking, please review the STRUCTUREmag.org linking policy. At this time, only living ordinances are being performed. Also of intense interest was restoring the original central tower. So that in an earthquake the earth moves and the temple moves less,” said Andy Kirby, Director of Historic Temple Renovations. Selection of the shoring system was influenced by the presence of high groundwater at the site. The new sub-basement level is approximately 14 feet below the design groundwater elevation. This structure supports a beautifully landscaped plaza. This has been for special renovation work --more extensive work than is usually done on a temple, including a new awning. The Provo Utah Temple is at the base of Rock Canyon in Provo. Block-outs were formed in the foundation walls around each of the shoring needle beams (Figure 5). Another significant architectural feature of the original Tabernacle was the wood-framed roofs of the octagonal stair towers at the four building corners (Figure 7). Reaveley Engineers + Associates (RE+A) was the structural engineering consultant. The temple’s renovation is expected to be completed in 2022. Credit: Nick Adams, for the Deseret News. The micro-piles served several purposes. With the masonry reinforced and strengthened, the next phase was to support the stabilized building shell so excavation could begin. The new sloped roof structure consists of a metal roof deck supported by steel beams. The team had one primary objective: limit settlement or another movement that could cause damage to the existing brick walls. All rights reserved. As the Jordan River is one of the larger and busier temples, it will be interesting how the other temples in the area deal with the increase in attendance. In the completed building, the shotcrete walls function as shear walls to resist lateral earthquake and wind loads imposed on the building. © Kyle Sheffer | The Sky’s the Limit Photography. The lid structure over the parking area was designed as a post-tensioned concrete beam and one-way slab system. Questions or comments regarding this website are encouraged: Contact the webmaster. The typical span of the post-tensioned beams is 60 to 64 feet. The three new floor structures consist of composite steel beams supported by the new shotcrete exterior walls and interior steel columns. The campus of Church-owned Brigham Young University (BYU) borders the temple to the southwest. Rather than demolish the structure, the owner enlisted a team of architects, engineers, builders, and historians to assist with an unprecedented reconstruction and restoration project. The brick walls did not have sufficient strength to function as shear walls or effectively resist out-of-plane earthquake forces. The dowel system was designed to transfer forces between the walls and the floors, which serve as horizontal diaphragms while providing ductile behavior during an earthquake. He can be contacted at jmiller@reaveley.com. Connections between the base of the tower roofs and the walls below were improved to resist the required wind and earthquake loads. Essentially, no floor space was lost. HISTORIC RENOVATION Provo City Center Utah LDS Temple Dedicated in 1898, the Provo Tabernacle was an impressive structure of its time, featuring octagonal towers at all four corners, a high-pitched roof, exquisite woodwork, and room to seat 1,500. Most of the damage to the walls was caused by the collapse of the wood roof structure during the fire. The complex nature of this project demanded unique engineering and construction solutions. The announcement of the Provo Utah Temple and Ogden Utah Temple was prompted by a statistic computed in the mid-1960s that 52 percent of all ordinance work was performed in three temples: the Logan Utah Temple, the Manti Utah Temple, and the Salt Lake Temple. It seated 1,500 and featured octagonal stair towers, a high-pitched gabled roof, art glass windows, exquisite woodwork, and a central tower topping out at 167 feet above the ground. All materials contained in this website fall under U.S. copyright laws. Phase 1: This initial phase was completed in August of 2013, which consisted of nine (9) restroom remodels. Intense preservation and design work were required in order to begin construction on the new Provo City Temple. The original brick walls are anchored to new reinforced concrete shear walls by placing shotcrete against the interior surface of the brick (Figure 2). The Provo Utah Temple was the sixth temple built in Utah and the first built in Utah County. During a renovation completed in 2014, the exterior and interior were extensively changed. Reaveley Engineers + Associates was an Outstanding Award Winner for its Provo City Center Utah LDS Temple project in the 2016 NCSEA Annual Excellence in Structural Engineering Awards Program in the Category – Renovation/Rehabilitation. Steel needle beams connected to micro-piles. The study included statistical compilations of responses to a survey sent to stake presidents within the temple district. The team understood what this project meant to the owner and community, and championed this vision from beginning to end.▪. The walls also stabilize the existing brick walls against lateral out-of-plane forces. Extra care was taken by the contractor to place the shotcrete in the walls while preventing voids behind and between the reinforcing steel. A series of eight-inch diameter micro-piles were drilled into the ground, on each side of the walls, to a depth of about 90 feet. The extensive temple grounds are decorated with a cascading water feature and numerous flowers, shrubs, and trees. Pocatello Idaho Temple . The original straight wood sheathing on the tower roofs was overlaid with new wood structural panel sheathing to stiffen and strengthen the roof structures. Enhanced inspections were conducted to maintain quality control of the shotcrete placement (Figure 3). However, no visitors' center was ever established. As excavation progressed, steel diagonal braces were added between the micro-piles to provide lateral stability and maintain the allowable unbraced length of the micro-piles. St. George Utah Temple — Closed for renovations. In 1917, the tower was removed because its weight caused excessive deflections in the roof members. This bracing system would remain in place until a new structural steel frame was constructed inside the building, and new floor and roof diaphragms were in place to brace the exterior walls. The temple was dedicated exactly one year later. PROVO -- With less than a week remaining for the Ogden Temple open house, followed by its dedication on Sept. 21, the looming question coming from some Utah County members Instead of a temple, however, the Maeser Building was built on the hill in 1911 as a part of the Brigham Young University (BYU) campus. The jacks were then loaded to transfer the weight of the walls above onto the needle beams and shoring system. It also had to allow placement of new reinforced shotcrete walls against the interior face of the brick. When the Salt Lake Temple renovation was announced in the spring of 2019, Church President Russell M. Nelson said the project would “enhance, refresh and … During the renovations, adjustments to some of the larger exterior features were made during the remodel. PHASE 2: TEMPLE OPEN FOR LIVING ORDINANCES ONLY. Figure 5. Architecturally prominent, a temple is considered by members of the LDS Church as the most sacred place of worship. After the new mat footing had been completed, new reinforced concrete foundation walls were constructed between the mat footing and the bottom of the brick walls. Figure 3. Because of the reduced thickness, the quantity of reinforcing steel within the walls was greater than normal. Results indicated the strength of the mortar fell below minimum thresholds. First, they temporarily supported the exterior brick walls. After the brick walls had been reinforced and supported by the new concrete walls, steel beams were attached to the concrete walls creating a reinforcing horizontal “ring” near the elevations where new suspended concrete floors would be placed. This required 1,200 SF of new construction, with 6,000 SF of new stone. After more than five years of planning and construction, the new Provo Tabernacle opened its doors to the public in January 2016 and remains a special landmark to locals and temple-goers. The micro-piles also helped mitigate the potentially liquefiable soils that exist on the site. After the fire, tests were performed on the mortar in the brick walls and revealed minimal damage to the brick and mortar at the interior face of the walls. Second, they served to support the mat footings for the heavy loads of the new structure. While we used to use stone from the outside of the temple, we ran out so we switched to stone from the inside of the temple. Reprinting or other use of these materials without express permission of NCSEA is prohibited. Located in Ogden, Utah, it was originally built with a modern, single-spire design very similar to the Provo Utah Temple. Restoring the building to its original state and preserving its historic fabric was a primary architectural objective for principal architect Roger Jackson of FFKR Architects. When the Salt Lake Temple renovation was announced in the spring of 2019, Church President Russell M. Nelson said the project would “enhance, refresh and … The proposed shoring system would need to ensure placement of the waterproofing membrane below the sub-basement floor and at the exterior face of the foundation walls without compromising the performance of the membrane under significant hydrostatic pressure. This change in use would require the interior spaces be completely reconfigured within the original building envelope to accommodate new building functions. The results indicated that the thinner shear walls would perform as prescribed to meet code requirements and the owner’s enhanced performance goal of life safety in the Maximum Considered Earthquake. They have been moved off-site during the renovation process. The Provo Tabernacle served as a tabernacle of The Church of Jesus Christ of Latter-day Saints from 1898 to 2010 in downtown Provo, Utah, United States. Care was taken with shotcrete placement around reinforcing steel. After more than five years of planning and construction, the new Provo Tabernacle opened its doors to the public in January 2016 and remains a special landmark to locals and temple-goers. A major excavation would be required to accommodate a basement and sub-basement below the original building, as well as adjacent sub-grade parking, doubling the size of the building. Salt Lake Temple — Closed for renovations. Historic Renovation of the Provo Tabernacle Mar, 2017 By Jeff Miller, S.E., Jesse Malan, S.E. The design and construction team explored several excavation and shoring methods that would support the original five-wythe brick masonry walls while excavating two new sub-grade floor levels. Coordinates. In 2016, Jeff was recognized as the Utah Engineers Council’s Engineer of the Year. One stair was partially burned and damaged by the fire while the other three only suffered minor smoke damage. Careful detailing of the tendon anchorage plates was required to verify that they could fit within the profile of each of the beams. The sub-basement level and lower part of the basement level would be located below the groundwater elevation. The statue was eventually eliminated from the design, though one was added over 31 years after its dedication. The original design for the Provo Utah Temple included a gold-leafed statue of the angel Moroni atop a gold-colored spire. The Ogden Utah Temple (formerly the Ogden Temple) is the sixteenth constructed and fourteenth operating temple of The Church of Jesus Christ of Latter-day Saints (LDS Church). Construction of a great stone stairway leading up the hill to the west temple doors began in 1907. Two of the five interior wythes of brick (approximately 8 inches) were removed, and that space was replaced with shotcrete. Complete remodel of existing structure including all new mechanical, electrical and interior systems. A new internal bracing system would also have to be engineered to stabilize the remaining brick walls while the temporary external bracing system that was installed soon after the fire was removed. Block-outs in foundation walls. Mechanical rebar couplers were placed at the bottom of vertical reinforcing bars within the shotcrete shear walls so that the bars could be extended into the top of the reinforced concrete foundation walls that were placed during a later phase of the project. Provo City Center Temple Renown for our vast expertise in historic renovation, The Church of Jesus Christ of Latter-day Saints has entrusted us to sustain and restore some of its most iconic landmarks—including our work on the Provo Tabernacle, which was ravaged by fire in 2010. © 1998–2021 ChurchofJesusChristTemples.org. The church is scheduled to detail lengthy renovation and retrofitting plans for the temple on Friday, and as Notre Dame burned it brought clearly into focus the need for care during what firefighters say can be a particularly dangerous time for historical structures. Figure 1. Beam spacing varies but is typically about 27 feet-on-center. Excavation of the surrounding soils then commenced with continued monitoring of the elevation of the structure. Located at the corner of University Avenue and Center Street, the Provo City Center Temple serves as another temple for the Provo area's Latter-day Saint population. The St. George Utah Temple closed November 4, 2019 for renovation … The weight of the landscaping overburden (18 to 35 inches of soil), pavements, snow, and plaza live loads combined to create significant loads on the lid structure. Wood-framed roofs at the four building corners. Often dubbed one of the busiest temples in the Church, the Provo Utah Temple operates six ordinance rooms, allowing sessions to begin every 20 minutes. This website is NOT an official website of The Church of Jesus Christ of Latter-day Saints. Construction Status: Temple enclosed; exterior sealed; installing hard landscaping Latest Photograph: 3 January 2021. Ordinances will be performed by appointment only and limited to members residing in a designated geographic area. Jacobsen project executive Kirk Dickamore calls the renovation and construction of the Provo City Center Temple “a once-in-a-lifetime project.” “The Provo Tabernacle was … Buildings in the designs to preserve the original brick walls composite walls would need to be and... Perform the majority of the Draper and Oquirrh Mountain temples glass ceiling in the late 1970s a... Were required in order to begin construction on the Temple renovation of the and... Than is usually done on a Temple is at the capstone ceremony for the establishment of a Provo Temple for. Who worked on the tower ’ s the Limit Photography four-alarm fire destroyed the building hosted U.S. presidents, performances! The basement level would be supported by the contractor lateral out-of-plane forces crews packed up many historical artifacts furniture! Specified to reduce congestion of the project Baton Rouge Temple will be St. George 's second Temple ( ). 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Deck supported by the water table, only LIVING ORDINANCES are being performed walls or effectively out-of-plane.

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