SENIOR DESIGN PROJECT
KEVIN COUCH
KDK
Engineering
DAV I D D E KO C K
KIRSTEN HINDS
Introduction
 140 LDS temples currently in operation, 12 under construction and 16 announced
 Temples need to be built and maintained with the latest advancements in seismic
design
 Mechanical systems integrated into temples need to be designed for seismic loads
 This project addresses the need for specifications (specs) and details for the seismic
restraints of mechanical systems in LDS temples
Project Organization
Brent Maxfield
(SE for LDS Church)
Customer
Jason Hirschi
Graduate Advisor
Kirsten Hinds
Design/Plan Leader
David de Kock
Research & Public
Relations
Kevin Couch
Schedule & Technical
Design Problem
 Mechanical systems are often designed for gravity loads with seismic loads neglected
 Mechanical systems in past temples are vulnerable to seismic loads
 Seismic bracing expected but often inadequate quality control and accountability
 Standardize mechanical system seismic bracing utilized in LDS temples
 Create details and specs, in accordance with design codes, to be used by design engineers
Process
 Understand the customers needs and expectations
 Determine Deliverables
 Fully research seismic design codes and guidelines (ASCE 7-10.13, SMACNA, ASHRAE)
 Learn from industry professionals.
 Refine project schedule and set measurable goals and deadlines
 Hold each other accountable
Deliverables
1. Seismic bracing of ductwork details drawn in Revit
A. Brace spacing guidelines
Deliverables
1. Seismic bracing of ductwork details drawn in Revit
B. Rectangular and round ductwork bracing
Transverse
Longitudinal
Rod Stiffener
Deliverables
2. A guideline with clearly defined seismic design expectations, ensuring installation of
proper seismic bracing
 Based on ASCE 7-13, SMACNA, ASHRAE, advice from industry professionals
Learning Outcomes
 Understanding and managing customer expectations is the essence of
any project
 Differences in a team should be welcomed and harnessed
 Accountability is essential for progress
 Obtaining advice from industry professionals was vital to our success
KEVIN COUCH
KDK
Engineering
DAV I D D E KO C K
KIRSTEN HINDS
Brace Spacing- Seismic bracing of
HVAC systems must be spaced at specific intervals to
ensure performance during a seismic event. The
Brace Spacing Steps provided help the engineer easily
determine the spacing of seismic braces.
SEISMIC BRACING OF LDS TEMPLES
The Church of Jesus Christ of Latter-day Saints builds and maintains beautiful temples of worship throughout the
world. It is expected that the life of these temples will span many generations as places to serve and worship God. In order for
temples to remain functioning and operational, they need to be built and maintained with the latest advancements in seismic design.
In addition to the structure of the temples, there are many mechanical systems integrated into the operability of the temple. These
mechanical systems need to be designed for seismic loads. This project addresses the need for specifications and details for the
seismic restraints of the mechanical systems within LDS temples.
Details were provided for various situations, including Rectangular Duct Transverse Bracing, Round Duct
DetailsTransverse Bracing, Rectangular/Round Duct Longitudinal Bracing, Equipment Bracing and Rod Stiffening. Drawing examples
are shown below.
Rect. Duct Transverse Brace
Longitudinal Brace
Brace Spacing Guidelines
Circular Duct Transverse Brace
Rod Stiffener
Brace Spacing Schedule
Specifications- Recommended specifications were also provided. These specifications will ensure all bids from
engineers and contractors will be consistent and comparable and ensure proper seismic bracing of non-structural components. The
specifications include clarification on items in ASCE 7-10 Chapter 13, definitions, submittal, force design, bracing and connection
requirements.