The Jordan River Utah Temple is scheduled for renovation starting February 15, 2016. St. George Utah Temple — Closed for renovations. Figure 7. The renovation itself will remain a remarkable feat to those who watched every stage of the project. 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. The exterior was almost all that remained of the Tabernacle. The structure serves a much different purpose than a chapel where regular worship services are conducted. Reprinting or other use of these materials without express permission of NCSEA is prohibited. 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. 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. Two of the five interior wythes of brick (approximately 8 inches) were removed, and that space was replaced with shotcrete. In 1917, the tower was removed because its weight caused excessive deflections in the roof members. The Church's other two universities; Brigham Young University–Hawaii in Laie, Hawaii, and Brigham Young University–Idaho in Rexburg, Idaho; also have adjacent temples. Reaveley Engineers + Associates (RE+A) was the structural engineering consultant. With the foundation system complete, the focus shifted to a new structural steel superstructure inside the shell of the existing building. 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 … The temple was dedicated exactly one year later. 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. All materials contained in this website fall under U.S. copyright laws. 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. 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. Our stone was given to us by a friend who worked on the temple project. This has been for special renovation work --more extensive work than is usually done on a temple, including a new awning. This announcement brought the total number of operating, under construction, under renovation or announced temples in the state of Utah to 25. Jeff Miller, S.E., is a Senior Principal at Reaveley Engineers in Salt Lake City. Hydraulic jacks were placed between the needle beams and concrete bearing lugs formed into the bottom of the shotcrete walls. Complete remodel of existing structure including all new mechanical, electrical and interior systems. Careful detailing of the tendon anchorage plates was required to verify that they could fit within the profile of each of the beams. Here is a brief history of those temples. The St. George Utah Temple, one of the historically significant buildings in the Church, was dedicated in 1877. Since the building was concrete, we used the flooring stone for our jewelry. The statue was eventually eliminated from the design, though one was added over 31 years after its dedication. The tower roofs were each removed as a single piece, and the one damaged tower was rehabilitated and rebuilt to its original configuration. LDS Church leadership announced the Tabernacle would be rebuilt as a temple. Renovations. To the west and south of the Temple is a new single-level, sub-grade parking garage that connects to an adjacent parking garage. Steel needle beams were placed through the foundation wall openings and connected to the micro-piles (Figure 4). For these ordinances, the temple will have minimal staff and the number … This required 1,200 SF of new construction, with 6,000 SF of new stone. All rights reserved. In short, the brick walls would need to be reinforced and strengthened. 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. Beam spacing varies but is typically about 27 feet-on-center. The Provo Utah Temple was originally named the Provo Temple. 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. 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. The original design for the Provo Utah Temple included a gold-leafed statue of the angel Moroni atop a gold-colored spire. Crews respond to Tabernacle fire. 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. In many areas, the need for thin concrete walls resulted in shear walls and boundary elements that did not comply with prescriptive code requirements. Figure 3. In 2016, Jeff was recognized as the Utah Engineers Council’s Engineer of the Year. A four-alarm fire destroyed the building (Figure 1) in December 2010. The original straight wood sheathing on the tower roofs was overlaid with new wood structural panel sheathing to stiffen and strengthen the roof structures. The team had one primary objective: limit settlement or another movement that could cause damage to the existing brick walls. 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. Located on Provo's east bench near the mouth of magnificent Rock Canyon, the Provo Utah Temple claims a stunning backdrop of towering mountains. © 1998–2021 Care was taken with shotcrete placement around reinforcing steel. 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. 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. The St. George Utah Temple closed November 4, 2019 for renovation … Provo City Center Temple. 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. Enhanced inspections were conducted to maintain quality control of the shotcrete placement (Figure 3). The new sub-basement level is approximately 14 feet below the design groundwater elevation. Shear strength, compressive strength, and deformation property tests were conducted to assess the mortar’s physical properties. The Provo Utah Temple is at the base of Rock Canyon in Provo. Rumors linger about the Salt Lake Temple closing for renovations, especially with last year's addition of the Draper and Oquirrh Mountain temples. Second, they served to support the mat footings for the heavy loads of the new structure. Historic Renovation of the Provo Tabernacle Mar, 2017 By Jeff Miller, S.E., Jesse Malan, S.E. President Joseph Fielding Smith presided at the dedication of the Provo Utah Temple, but at his request, the prayer he had written was offered by President Harold B. Lee, first counselor in the First Presidency. Intense preservation and design work were required in order to begin construction on the new Provo City Temple. The contractor closely monitored the elevation of the walls during this load transfer to ensure only very slight changes in the elevation. 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. 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. 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. Results indicated the strength of the mortar fell below minimum thresholds. Preserving and stabilizing the original brick walls was an initial focus. Block-outs were formed in the foundation walls around each of the shoring needle beams (Figure 5). 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. Lastly, they acted as hold down anchors to resist buoyancy forces created by the water table. Extra care was taken by the contractor to place the shotcrete in the walls while preventing voids behind and between the reinforcing steel. The temple sits nestled among local forest and evergreen trees in a suburban area roughly 15 miles southwest of the historic colonial city of Raleigh. This led to the building of the Ogden and Provo temples to relieve the strain on the older pioneer-era temples. Comments posted to STRUCTURE website do not constitute endorsement by NCSEA, CASE, SEI, C3 Ink, or the Editorial Board. Shotcrete placed on interior face of the brick. 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. Coordinates. Provo Utah Temple. The micro-piles also helped mitigate the potentially liquefiable soils that exist on the site. Since Provo's early years, a hill just northeast of downtown Provo was known as "Temple Hill." 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). Natural light streaming through windows around the tower illuminate an art glass ceiling in the main upper lobby located directly below the tower. Located in Ogden, Utah, it was originally built with a modern, single-spire design very similar to the Provo Utah Temple.During a renovation completed in 2014, the exterior and interior were extensively changed. The building hosted U.S. presidents, musical performances, school commencements, interfaith gatherings, and community events. The micro-piles served several purposes. PHASE 2: TEMPLE OPEN FOR LIVING ORDINANCES ONLY. The structure was designed to support the weight and overturning forces imposed by a new center tower matching the pre-1917 original. Based on initial observations, it was evident that the mortar consisted of fine aggregate and lime, and was quite weak. The restoration of this key architectural feature was of particular import to the owner (Figure 6). The Manti Temple has undergone various remodeling and renovations. Selection of the shoring system was influenced by the presence of high groundwater at the site. Removed during the “renovation “ of the Ogden Utah temple, this stone was once part of the entryway floor. The new tower is laterally supported by steel braced frames which transfer forces to the shotcrete shear walls through the roof diaphragm and supplemental bracing. The original brick walls are anchored to new reinforced concrete shear walls by placing shotcrete against the interior surface of the brick (Figure 2). 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. 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. “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. Dynamic, collaborative interactions between owner, architect, structural and geotechnical engineers, contractor and subcontractors generated economic and innovative solutions. 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. The renovation is scheduled to take a year and a half, so if you want to see this temple any time in the next two years, you should plan to visit quickly. Completion: Estimated in mid- to late 2021 (no official dates announced yet) Construction Status: Cladding on upper west walls, tower, and monument sign progressing; interior work underway Latest Photograph: 13 January 2021. 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. Salt Lake Temple — Closed for renovations. 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. This change in use would require the interior spaces be completely reconfigured within the original building envelope to accommodate new building functions. Web development and content management by C3 Ink™, a division of Copper Creek Companies, Inc. Before linking, please review the linking policy. 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provo temple renovation 2021