PORTABLE ROLLFORMING, APPLICABLE ENGINEERING

PORTABLE ROLLFORMING, APPLICABLE
ENGINEERING & INSTALLATION DETAILS
PORTABLE ROLLFORMING,
APPLICABLE ENGINEERING &
INSTALLATION DETAILS
SFM07A
Credit: 1 AIA HSW CE Hour
© Ron Blank & Associates, Inc. 2012
Sheffield Metals
International
5467 Evergreen Parkway
Sheffield Village, OH. 44054
[email protected]
904-451-5989
AN AMERICAN INSTITUTE OF ARCHITECTS (AIA)
CONTINUING EDUCATION PROGRAM
AIA
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Ron Blank & Associates, Inc. is a registered provider with The American Institute of Architects
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upon completion of the course conclusion quiz with +80%.
Please view the following slide for more information on Certificates of Completion through RBA
This program is registered with the AIA/CES for continuing professional education. As
such, it does not include content that may be deemed or construed to be an approval or
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product.
AN AMERICAN INSTITUTE OF ARCHITECTS (AIA)
CONTINUING EDUCATION PROGRAM
AIA
 Course Format: This is a structured, web-based, self study course with a final exam.
 Course Credit: 1 AIA Health Safety & Welfare (HSW) CE Hour
 Completion Certificate: A confirmation is sent to you by email and you can print one upon
successful completion of a course or from your RonBlank.com transcript. If you have any
difficulties printing or receiving your Certificate please send requests to
[email protected]
 Design professionals, please remember to print or save your certificate of completion after
successfully completing a course conclusion quiz. Email confirmations will be sent to the
email address you have provided in your RonBlank.com account.
Please note: you will need to complete the conclusion quiz online at
RonBlank.com to receive credit
COURSE DESCRIPTION
COURSE DESCRIPTION
During this one hour online course, design professionals will gain insight
into the benefits of portable rollforming including efficiency, flexibility, and
sustainability. We will review applicable engineering, testing standards, and
installation details and conclude the course with a brief 10 question quiz.
LEARNING OBJECTIVES
OBJECTIVES
Upon completion of this course, the design professional will be able to:
 Explain the benefits of Portable Rollforming.
 Discuss how a UL 90 rating is achieved and what to look for in UL Construction
Numbers.
 Specify applicable uplift testing requirements based on the project deck
assembly.
 Recognize the appropriate cost effective installation details to utilize based upon
job specific conditions.
INTRODUCTION
INTRODUCTION
 Metal roofing has been around for centuries. However, the process to make the
finished roof panel has evolved greatly. Metal roof panels were originally made by
hand and the panels were bent into the proper configuration. When metal brakes
became available, they were used to bend the panels but the length of the panel
was limited to the length of the brake.
 Fixed in place Rollformers solved this problem by producing a machine that
manufactured the panel for you and provided panels at any length that could be
shipped to a project. With today’s advances, Portable Rollforming equipment is
available and able to produce multiple panel profiles at any length anywhere.
 Before we get into the benefits of Portable Rollforming, let’s first discuss how the
process works.
WHAT IS
ROLLFORMING?
WHAT IS ROLLFORMING?
Rollforming feeds a continuous sheet of material (i.e. steel, aluminum, copper) via
an expandable die-coiler through a series of rollers and Rollforming dies that bend
the material slightly at each pass to form a particular metal roof panel profile.
WHAT
T YPES
WHAT
T YPES OF
OFROLLFORMERS
ROLLFORMERSARE
ARETHERE?
THERE?
There are two types:
1.
2.
Fixed in place – Rollforming machine is stationary, panels are produced in a
warehouse environment and then crated and shipped to the customer.
Portable – Rollforming machine is mobile, usually on a trailer that can be
brought to the project where the panels can be produced on site.
WHAT TTYPES
YPES OF
OF ROLLFORMERS ARE
ARETHERE?
THERE?
Fixed in place Rollformer
Portable Rollformer
HOW PORTABLE
ROLLFORMING
WORKSWORKS
HOW PORTABLE
ROLLFORMING
1. Coil is fed to the machine.
4. Formed panel exits
the machine and is cut
to length by a guillotine.
2. Coil goes through
forming dies inside the
machine to form the
panel.
3. Panel quantity and length are
controlled by a batch computer.
HOW PORTABLE
ROLLFORMING
WORKSWORKS
HOW PORTABLE
ROLLFORMING
 Portable Rollforming is used to produce Standing Seam Metal Roof Systems
(SSMRS) in mechanically seamed, various snaplock and face-fastened panels.
 Can produce panels in steel, aluminum, stainless steel, copper and zinc.
 Produces 60 to 80 feet of formed panel per minute.
 Can have the capability to switch out forming dies to form a different type of
SSMRS.
 Can have the ability to run off a gas or electric motor.
 Can be controlled manually or used with a batch computer.
HOW PORTABLE
ROLLFORMING
WORKSWORKS
HOW PORTABLE
ROLLFORMING
This is an example of what the forming
dies in a Portable Rollformer could look
like. As the flat, metal coil enters the
machine, it passes through a series of
forming dies. These dies slowly form
the panel through each stage. Once the
metal has finished going through the
forming dies, a rigid, finished panel exits
the machine ready to be cut to the
desired length. The type of forming dies
that are installed in the Portable
Rollformer determine which roof panel
profile is made. Many Portable
rollformers have the ability to switch the
forming dies to produce a variety of roof
panel profiles.
BENEFITS
OF
PORTABLE
ROLLFORMING
BENEFITS
OF PORTABLE
ROLLFORMING
It’s GREEN
 Besides metals’ already eco-friendly properties, Portable Rollforming allows you
to ship metal coil rather than shipping formed panels. This reduces cost and
protects the product from being damaged during transit. This also limits the
amount of trucks necessary to ship the material reducing emissions.
BENEFITS
OF
PORTABLE
ROLLFORMING
BENEFITS
OF PORTABLE
ROLLFORMING
VS
Formed metal panels
being shipped to project
Metal coils on pallets
BENEFITS
OF
PORTABLE
ROLLFORMING
BENEFITS
OF PORTABLE
ROLLFORMING
Easy Storing
 Large project sites have limited storage space and many different trades working
simultaneously. Portable Rollforming eliminates the need of onsite storage and, in
turn, limits the handling of formed panels, reducing the chance of damage.
BENEFITS
OF
PORTABLE
ROLLFORMING
BENEFITS
OF PORTABLE
ROLLFORMING
More control of your project
 Portable Rollforming allows the contractor to take control of the product. If a
panel is damaged on the project, it can be replaced on site with no wait. It also
allows the contractor to adjust panel length and quantity on the fly if there are
discrepancies on the project.
BENEFITS
OF
PORTABLE
ROLLFORMING
BENEFITS
OF PORTABLE
ROLLFORMING
Panels at any length
 Factory formed panels are limited to the length of the truck that they can be
shipped on. Portable Rollforming allows a continuous panel to be formed onsite
which can speed installation and reduce cost.
BENEFITS
OF
PORTABLE
ROLLFORMING
BENEFITS
OF PORTABLE
ROLLFORMING
Getting the panels on the roof
 All panels have to get on the roof somehow. With a Portable Rollformer, instead
of craning panels a little at a time to the roof, the Rollformer itself can be lifted
and angled to shoot the panels from the machine directly onto the roof. This is
especially helpful when dealing with large projects and long panels.
BENEFITS
OF
PORTABLE
ROLLFORMING
BENEFITS
OF PORTABLE
ROLLFORMING
BENEFITS
OF
PORTABLE
ROLLFORMING
BENEFITS
OF PORTABLE
ROLLFORMING
Engineered Systems
 Most Portable Rollformer manufacturers have UL Construction Numbers to go
along with the profile their machines can produce. The more popular panel
profiles usually have various UL Construction Numbers for use with different
material and being installed over various deck assemblies.
UL CONSTRUCTION
NUMBERS NUMBERS
UL CONSTRUCTION
As we just covered, most Portable Rollformers come with their own UL construction
numbers. So let’s talk about how a UL 90 rating is achieved.
WHAT IS
UL 90? WHAT IS UL 90?
 UL 90 is the highest of the three ratings that can be achieved during a UL 580
uplift test. It does not correlate to a wind speed but rather the test relates to
uplift pressures and loads measured in pounds per square foot.
 The test pressure for a UL 90 rating is a 105 psf. This number does not include a
safety factor which is 50% of the test pressure. In this case, the design pressure
with safety factor would be –52.5 psf.
HOW TO HOW
ACHIEVE
A UL 90A UL 90
RATING
TO ACHIEVE
RATING
 UL 90 is part of the UL 580 uplift test.
 UL 580 is a test procedure for the uplift resistance of roof assemblies. To better
understand how this rating is achieved, you must first understand how the UL
580 test is performed.
HOW TO HOW
ACHIEVE
A UL 90A UL 90
RATING
TO ACHIEVE
RATING
To perform a UL 580 test a 10’ x 10’ test specimen is made consisting of the deck
assembly and panel profile. The specimen is then placed into a test chamber where
positive and negative pressure is applied to the test specimen to determine uplift
resistance.
HOW TO HOW
ACHIEVE
A UL 90A UL 90
RATING
TO ACHIEVE
RATING
Test specimen example
HOW TO HOW
ACHIEVE
A UL 90A UL 90
RATING
TO ACHIEVE
RATING
UL 580 test chamber with test specimen in place
HOW TO HOW
ACHIEVE
A UL 90A UL 90
RATING
TO ACHIEVE
RATING
UL 580 test chamber lid being removed after test
HOW TO HOW
ACHIEVE
A UL 90A UL 90
RATING
TO ACHIEVE
RATING
 Once the test starts the specimen is
tested in three classes: Class 30, Class
60 and Class 90.
 Each class has five phases and lasts 80
minutes.
 You must pass each phase of the test in
order to move forward to the next class.
In other words, the test specimen must
pass class 30, then pass class 60, then
class 90. You cannot get a UL 90 rating
without first testing to class 30 and class
60.
Load table examples for
Class 30, 60 and 90
UL CONSTRUCTION
NUMBERS NUMBERS
UL CONSTRUCTION
 Now that we have covered how to get the UL 90 rating, we will go over a UL
Construction Number and what to look for when reading it.
 Reading a UL Construction Number is pretty basic, but there are two key factors
that need to be considered when specifying the Construction Number. Both of
these are under the deck assembly section.
UL CONSTRUCTION
NUMBERS NUMBERS
UL CONSTRUCTION
First thing to look at is how the deck is attached?
 The deck needs to be attached per the UL Construction Number in order for the
engineering to be valid.
OR
UL CONSTRUCTION
NUMBERS NUMBERS
UL CONSTRUCTION
For example:
 Most plywood decking is usually nailed to the supports using ring shank nails,
however, if the UL Construction Number calls for the decking to be screwed down,
then that’s how it will need to be installed for the engineering to be valid.
UL CONSTRUCTION
NUMBERS NUMBERS
UL CONSTRUCTION
The second thing to look at is if the decking is sealed
 For example a UL Construction Number could read: “All joints to be sealed with
one part urethane sealant feathered out from the joint.”
UL CONSTRUCTION
NUMBERS NUMBERS
UL CONSTRUCTION
For example:
 The plywood decking on a project
would have to have all the seams
caulked where the plywood butts up
to one another so no air could pass
through for the engineering to be
valid. During the UL 580 test, the
sealed joints stop the positive
pressure from coming through the
decking to get to the roof panels.
Example of sealed joints on plywood decking
UL CONSTRUCTION NUMBERS
UL CONSTRUCTION NUMBERS
Why does this matter?
UL CONSTRUCTION
NUMBERS NUMBERS
UL CONSTRUCTION
First – Increased project costs and time
 Labor is always more expensive than materials. Depending on how much extra
labor will be needed to install the substrate appropriately, project costs could go
up.
 Extra labor requires extra time which should be taken into consideration for
scheduling.
UL CONSTRUCTION
NUMBERS NUMBERS
UL CONSTRUCTION
Second – Void of engineering
 Specified or not, if a roof failure should take place and the decking is not
installed per the UL Construction Number specified, then it is automatically a bad
installation.
UL CONSTRUCTION
NUMBERS NUMBERS
UL CONSTRUCTION
In a perfect world, this would not be a concern, but because the deck attachment is
commonly overlooked, it is important to cover this. If anything should happen, the
person who will feel the full effect of the situation is the building owner.
Roof decking blown off during Hurricane Charley
APPLICABLE
TESTING
APPLICABLE
TESTING
Now that we have covered UL 90 Ratings and UL 580 testing, let’s discuss the
differences between the types of uplift tests typically specified and if they are
applicable to your project.
APPLICABLE TESTING
APPLICABLE
TESTING
UL 580…What is it?
APPLICABLE
TESTING
APPLICABLE
TESTING
UL 580 -Test for Uplift Resistance of Roof Assemblies over a solid substrate:
Scope
 1.1 The method of test specified in this standard is intended to determine the uplift
resistance of roof assemblies consisting of the roof deck and roof covering materials.
It is applicable to any type of roof assembly which is adaptable to the test equipment.
Tests to evaluate other potential hazards of roof assemblies are not within the scope
of these requirements.
 1.2 The purpose of this test is to evaluate the comparative resistance of roof
assemblies to positive and negative pressures.
 1.3 The test evaluates the roof deck, its attachment to supports, and roof covering
materials. It does not evaluate roofs adjacent to chimneys, overhanging eaves, or
similar construction, connections of the assembly to main structural supports (girders,
columns, or other supports), structural integrity of secondary supports (purlins, joists,
bulb tees, or the like), or deterioration of roofing materials.
APPLICABLE TESTING
APPLICABLE
TESTING
The short version
APPLICABLE
TESTING
APPLICABLE
TESTING
UL 580:
 UL 580 is an uplift test for a SSMR installed over solid substrate i.e. plywood
deck, B-deck, B-deck with ISO, etc.
 UL 580 tests to three different classes; 30, 60 and 90. UL 90 is the highest
rating available in the UL 580 test protocol.
APPLICABLE
TESTING
APPLICABLE
TESTING
UL 580 test specimen example
APPLICABLE TESTING
APPLICABLE
TESTING
UL 1897…What is it?
APPLICABLE
TESTING
APPLICABLE
TESTING
UL 1897 - Uplift Tests for Roof Covering Systems
Scope
 1.1 The test method specified in this Standard is intended to provide uplift
resistance data for the evaluation of the attachment of roof covering systems to
roof decks by using differential air pressures. It is applicable to any type of
roofing system which is adaptable to the test equipment.
 1.2 The test evaluates the roof covering systems method of attachment,
including all components such as base sheets, ply sheets, slip sheets,
membranes, etc. and insulation, if used. Supporting roof decks are evaluated
only with respect to span conditions and physical properties such as gauge, yield
strength, grade, size and/or species of lumber and related factors which affect
fastener attachment or bond strength.
APPLICABLE
TESTING
APPLICABLE
TESTING
Scope
 1.3 This test method provides a comparative measure of the uplift resistance for
roofing systems by means of static differential pressure. The method does not
necessarily simulate the actual dynamic uplift pressures encountered by roofing
systems. Uplift pressures on a roofing system are dependent upon many factors
such as wind gusts, building shape, edge configuration, and the terrain
surrounding the building. A method to calculate the uplift pressures on roof
assemblies is contained in the Standard for Minimum Design Loads for Buildings
and Other Structures, American Society of Civil Engineers, ANSI/ASCE 7.
 1.4 The purpose of this test method is to provide data regarding the securement
of the roofing system to the roof deck based upon a short-term static load. For
information regarding uplift resistance of complete roof deck assemblies
including the roof deck and its attachment to supports refer to the subject
category Roof Deck Construction (TGKX) in UL's Buildings Materials Directory.
APPLICABLE TESTING
APPLICABLE
TESTING
The short version
APPLICABLE
TESTING
APPLICABLE
TESTING
UL 1897
 UL 1897 is an uplift test for a SSMR installed over solid substrate. It is the
continuation of the UL 580 test after the test specimen has reached UL 90. After
successful completion of UL 90, the pressure is increased in the test chamber by
set increments until the test specimen experiences ultimate failure, i.e. panels
disengaging, clip disengaging or permanent kinks in the vertical seam of the roof
panel.
APPLICABLE
TESTING
APPLICABLE
TESTING
UL 1897 test specimen example over plywood
APPLICABLE
TESTING
APPLICABLE
TESTING
UL 1897 test specimen after ultimate failure inside test chamber
APPLICABLE TESTING
APPLICABLE
TESTING
ASTM E 1592…What is it?
APPLICABLE
TESTING
APPLICABLE
TESTING
ASTM E 1592 - Standard Test Method for Structural Performance of Sheet Metal Roof and
Siding Systems by Uniform Static Air Pressure Difference
Scope
 1.1 This test method covers the evaluation of the structural performance of sheet metal
panels and anchor-to-panel attachments for roof or siding systems under uniform static air
pressure differences using a test chamber or support surface.
 1.2 The provisions of this test method are applicable to standing seam, trapezoidal, ribbed,
or corrugated metal panels in the range of thickness from 0.012 to 0.050-in. (0.3 to 1.3mm) and apply to the evaluation of uniform pressure applied to single-skin construction or
one sheet metal layer of multiple-skin construction. They do not cover requirements for the
construction of a specimen to determine the load sharing that can occur with either
composite or multiple-layer construction such as: (1) metal cladding over wood sheathing; or
(2) field assemblies of insulation sandwiched between corrugated or formed metal panels.
 1.3 Proper use of this test method requires knowledge of the principles of pressure and
deflection measurement.
APPLICABLE
TESTING
APPLICABLE
TESTING
Scope
 1.4 This test method describes optional apparatus and procedures for use in evaluating the
structural performance of a given system for a range of support spacing's or for confirming
the structural performance of a specific installation.
 1.5 The values stated in inch-pound units are to be regarded as the standard. The metric
equivalents of inch-pound units are approximate.
 1.6 The text of this standard references notes and footnotes exclusive of those for tables
and figures. These notes and footnotes provide explanatory material and shall not be
considered as requirements of the standard.
 1.7 This standard does not purport to address all of the safety concerns, if any, associated
with its use. It is the responsibility of the user of this standard to establish appropriate safety
and health practices and determine the applicability of regulatory limitations prior to use.
For specific precautionary statements, see Section 7.
APPLICABLE TESTING
APPLICABLE
TESTING
The short version
APPLICABLE
TESTING
APPLICABLE
TESTING
ASTM E 1592
 The test is performed on a 12’ x 24’ apparatus where a SSMR is installed over
purlins. The test specimen is then pressurized to simulate the effects of wind
pressure on a rooftop. The exact point of failure is determined when the test
specimen fails to maintain its integrity, i.e. panels disengaging, clip disengaging
or permanent kinks in the vertical seam of the roof panel.
APPLICABLE
TESTING
APPLICABLE
TESTING
ASTM E 1592 test support structure example
APPLICABLE
TESTING
APPLICABLE
TESTING
ASTM E 1592 test specimen installed over support structure example
APPLICABLE
TESTING
APPLICABLE
TESTING
ASTM E 1592 ultimate failure example
APPLICABLE
TESTING
APPLICABLE
TESTING
So now that we have covered the three most prominent uplift tests, let’s give some
examples of what test would be applicable to different deck assemblies.
APPLICABLE
TESTING
APPLICABLE
TESTING
Q: Which test would be applicable to a project consisting of a metal B-deck with 4
inches of ISO installed?
APPLICABLE
TESTING
APPLICABLE
TESTING
A: UL 580 or UL 1897, either of these tests would be applicable. The one specified
would be determined by the uplift requirements for the project.
APPLICABLE
TESTING
APPLICABLE
TESTING
Q – Which test would be applicable to a project consisting of a plywood deck and
requiring a UL 90 uplift rating?
APPLICABLE
TESTING
APPLICABLE
TESTING
A: UL 580, this test is applicable due to the solid substrate and the UL 90
requirement.
APPLICABLE
TESTING
APPLICABLE
TESTING
Q: Which test would be applicable to a project consisting of open framing with
purlins spaced at 2 foot on center?
APPLICABLE
TESTING
APPLICABLE
TESTING
A: ASTM E 1592, this test is applicable due to the SSMR being installed over
purlins.
INSTALLATION DETAILS
INSTALLATION DETAILS
In this section we are going to look at some different installation details used
throughout the industry and the options to provide a watertight installation while
also taking into consideration project costs.
INSTALLATION DETAILS
INSTALLATION DETAILS
The first example is a standard gable detail
Gable detail 1
Gable detail 2
INSTALLATION DETAILS
INSTALLATION DETAILS
Both details shown are appropriate for use on a gable installation and both would be
approved for use on a project requiring a weathertight warranty; however, Gable
Detail 1 has five extra accessories that would need to be purchased and then
installed to complete the assembly. Gable Detail 2 has less pieces to buy and install
which would bring down project costs.
INSTALLATION DETAILS
INSTALLATION DETAILS
Another way to break it down is to look at it like this:
 For Gable Detail 1, you are using 4 feet of product per linear foot plus 5 fasteners
per linear foot with 2 pop rivets every 3 linear feet.
 For Gable Detail 2, you are using 1 foot of product and 2 fasteners per linear foot.
INSTALLATION DETAILS
INSTALLATION DETAILS
Example 2: High Side Eave Detail
ENER
O.C.
High Side detail 1
High Side detail 2
INSTALLATION DETAILS
INSTALLATION DETAILS
 The example for the High Side Eave shows the same circumstances as the
Gable Detail in example 1. By knowing the installation options available, it is
possible to reduce the project costs without sacrificing the weathertight
integrity of a project.
INSTALLATION DETAILS
INSTALLATION DETAILS
 The previous examples shown are just a few options of installation details and
how they can reduce project costs. Let’s now move onto deck penetrations (i.e.
pipes, curbs) and their proper installation to maintain weathertight integrity.
INSTALLATION DETAILS
INSTALLATION DETAILS
Curb penetrations through a panel seam.
Curb for roof
penetrations
VS
Approved
Sealant
Fastener 4” O.C.
Cont. butyl tape sealant
Pre-fab curb
Seam cover. Set in butyl. Caulk
around panel at open end and fasten
2’ O.C. w/sefl sealing fasteners
Approved adhesive
sealant
Stainless Washer
Fasteners, 4’ O.C.
Cont. butyl tape
sealant
Fasteners, 4’ O.C.
Cont. cleat,
mitred at
corners
Set curb on panel w/(2)
cont. strips of butyl tape
sealant
INSTALLATION DETAILS
INSTALLATION DETAILS
CURB EXAMPLE 1
 Panels are pinned by multiple exposed fasteners which stop the expansion and
contraction of the metal.
 Expansion and contraction of the
panel increases the risk of a
fastener failure which could
cause potential leaks.
 Panel seams on the front side of
the curb are left exposed relying
solely on sealant to maintain the
weather-tight integrity.
Curb for roof
penetrations
Approved adhesive
sealant
Stainless Washer
INSTALLATION DETAILS
INSTALLATION DETAILS
CURB EXAMPLE 2
 This installation uses offset cleats on the sides and back of the curb. This allows
the panel to expand and contract how it should. It also allows for snow and water
to escape down the back and sides of the curb.
 Exposed fasteners are minimized to
the front of the curb, limiting potential
leaks from exposed fasteners.
Approved
Sealant
Fastener 4” O.C.
Cont. butyl tape sealant
 Seam caps are used at the front of
the curb to stop any water intrusion
between the panel seams.
Pre-fab curb
Seam cover. Set in butyl. Caulk
around panel at open end and fasten
2’ O.C. w/sefl sealing fasteners
Fasteners, 4’ O.C.
Cont. butyl tape
sealant
Fasteners, 4’ O.C.
Cont. cleat,
mitred at
corners
Set curb on panel w/(2)
cont. strips of butyl tape
sealant
INSTALLATION DETAILS
INSTALLATION DETAILS
Pipe penetrations through a seam
VS
INSTALLATION DETAILS
INSTALLATION DETAILS
PIPE EXAMPLE 1
 Pipe boots are not designed to go up and over the vertical leg of a standing seam
panel. This installation does not provide a tight seal against the panel and you are
relying solely on sealant to keep the area weathertight.
 There is a possibility for the cut roof
panel to slice the pipe boot and cause
a leak.
 The cut may be on the underside of
the boot and is not visible from the top.
INSTALLATION DETAILS
INSTALLATION DETAILS
PIPE EXAMPLE 2
 Pipe boot is sealed to a flat surface as it was designed to do.
 Panel can expand and contract without damage to the pipe boot.
 Pipe boot can easily be replaced if
necessary for repairs or maintenance.
SUMMARY
SUMMARY
 There is always more than one option when it comes to how things can be done.
The topics that have been covered are intended to show how Portable
Rollforming, proper test specifications, the use of UL Construction Numbers, and
different installation details can affect the cost, schedule and performance of a
metal roof system.
 By being aware of all the different choices, you are able to choose the best
options available to meet your needs.
COURSE SUMMARY
COURSE SUMMARY
The design professional will now be able to:
 Explain the benefits of Portable Rollforming.
 How UL 90 is achieved and what to look for in UL Construction Numbers.
 Specify applicable uplift testing requirements based on the project deck
assembly.
 Recognize the appropriate cost effective installation details to utilize based upon
job specific conditions.
P O R TA B L E R O L L FO R M I N G , A P P L I C A B L E
E N G I N E E R I N G & I N S TA L L AT I O N D E TA I L S
PORTABLE ROLLFORMING,
APPLICABLE ENGINEERING &
INSTALLATION DETAILS
SFM07A
Credit: 1 AIA HSW CE Hour
© Ron Blank & Associates, Inc. 2012
Sheffield Metals
International
5467 Evergreen Parkway
Sheffield Village, OH. 44054
[email protected]
904-451-5989