Complete Custom Metal Building Design and Pricing …metalbuildingdepot.com/pdf/iqs.pdfComplete...

Complete Custom Metal Building Design and Pricing Software

The most advanced metal building design and pricing system on the planet!

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Ladies and Gentlemen, we have arrived! Welcome to IQS – the most advanced metal building

design and pricing system on the planet! I would like to personally thank you for your interest

in our products and services!

With IQS, the power is in your hands. You are at the command of the world’s first and only “real-time” design

system, giving you the power to create an almost endless array of pre-engineered buildings in seconds. You will not

find another system that gives you the flexibility to create structures for Add-On buildings, Lean-To buildings, Open

Walled, Non-symmetrical shapes, Single Slopes, Gables, Modular

buildings to 150,000 square feet and an almost endless array of

aircraft hangar buildings can be created using IQS – including

modular hangar structures with multiple hangar door openings.

All of this is available to you in a fully-rendered 3D graphical

interface with the power to produce a set of approval drawings,

literally in seconds.

If you’re thinking it sounds too good to be true, we are not

surprised. Not a single company in the pre-engineered building

business has accomplished this feat… until now. An enormous effort

has been made to provide you with this revolutionary system.

Not only do we have plans to continue the further development of

IQS, it is our core focus. As an IQS user, you will have the power

of design, but more importantly you will be able to use business

logic built into the system. What this means to you is that you will

be able to search jobs by customer name, city, zip, phone number or any other customer related data. In today’s fast

paced world you need complete flexibility in your system, and we are bringing it all to you.

Our future plans include a host of enhancements and by late 2008 we should be on track to release a new design

add-on to IQS. This plug-in will allow you to combine projects together, like high-low roof step downs, or combining

2 to 10 different buildings together. It will produce Foundation Plans and specs on-the-fly by December of 2008

– bringing a force of value unmatched in our industry.

Sincerely,

Mark Moore

Founder & Chairman

ICON Building Systems

IQS Introduction

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Table of Contents

IQS Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

Main Menu

New . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Open . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Re-Open for Quoting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Quote . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

Search . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

Tools . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

3D View . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

Elevation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

Customer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

Job . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10-11

Building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12-19

Options . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20-21

Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .22-24

Colors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26

Bays & Openings . . . . . . . . . . . . . . . . . . . . . . . . . .27-29

Sample Approval Drawings . . . . . . . . . . . . . . . . . 30-36

System Requirements . . . . . . . . . . . . . . . . . . . . . . . . . 37

ICON Team Members . . . . . . . . . . . . . . . . . . . . . . . . . 38

Conversion Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . 39

Note: All prices and measurements reflected in this document are for sample purposes only and in no way reflect actual costs or measurements.

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Main Menu - Open

Opens an existing job based on the established job number.

Use the check box to automatically retrieve the latest revision of the job number entered.

Open an older version on the job number entered by selecting from the drop down menu.

Bay Left wallDoor opening Window opening Wide opening

Quote 391644 - 40 x 60 x 14 8:12 - IQSQuote 391644 - 40 x 60 x 14 8:12 - IQS

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Open Quote Search ToolsRe-open for quotingNew Help

AccessoriesColorsWallsOptionsBuildingJobSiteCustomer

Customer

E-mail

Cell ( ) -Fax( ) -

Phone 1&2 ( ) - x ( ) - x

Address

Company

Name F/L

City Seguin State Texas

Lead source Lead status NonePhone

Zip 78155 County Guadalupe

Main Menu - Re-Open For Quoting

Once a purchase order is created for a job, IQS does not allow further modifications to the job. This is necessary because the purchase order should reflect the job’s current state, and if changes are made, the purchase order is no longer up to date.

If changes are necessary, click the Re-open for quoting menu item and the job is unlocked. Any changes to the job effectively invalidate all prior purchase order documents for that job. Any revision of a job can be re-opened at any time.

Main Menu - New

The New menu item opens a new window with a new job with a default building configuration.

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Click to generate a price list or to save changes to your currently open job.Note: a quote must be run in order to save any changes to your job to ensure all data related to this job is current

In the quote window, you will have the following selections:

Save - saves the current job with revisions

Create a Purchase Order - generates a multi-page purchase order document in PDF format for the customer to review and sign, including approval drawings of the building. Once the purchase order is created it can still be downloaded later using the Download purchase order buttonNote: Once a PO is created, the job cannot be revised unless it is re-opened for quoting. This option will appear in the main menu as an “open lock” if available to a job. The entire job will not need to be started over.

Print - sends the pricing overview to the printer

Print Preview - Preview the document as it will be printed prior to actually printing

Main Menu - Quote



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Building

Loads

Roof Pitch : 12 W L Hb Hf

Type ProfileFully sheeted

Angle Bypass

TaperedTapered

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RF Rafter RF Column

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Insets right Interior column editorInsets left

Dead Live Ground Snow Collateral

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Main Menu - Search

Search for existing jobs using any of the information fields provided. Go directly to a specific job(s) by entering the customer’s name, or search all jobs from a certain sales person from within a designated zip code.

Select from the options retrieved from your search and open the latest version or a previously saved revision.Note: Click on the column headers to organize the search results in ascending or descending order (ex: dates modified, city, state, etc.)



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IBC 00 B90.0Code Wind MPH: Exp.

Standard Package (No Cert.) ($0.00)Eng. Pkg.

0.197Seismic Coef. Seismic Zone ImperialMeasurements system

Notes

0.00Extra Items Price 0.00Fees discountFoundation plans

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Settings - In the settings, the 3D rendering type can be changed. By default the rendering type is DirectX, which is supported by most machines.

Alternatively, OpenGL and GDI can be used. GDI rendering displays the building as a wire frame

Save 3D screenshot - saves a PNG image file of the 3D rendering as it appears in the 3D view frame of the IQS interfaceNote: Save multiple images at different angles to email to clients.

Note: PNG image files utilize RGB color format with a 72 dpi image resolution.

Print 3D screenshot - sends the 3D rendering to your specified printer. The rendering prints as it appears in the 3D view frame of the IQS interfaceNote: The dark gray background of the 3D view will be omitted from the actual printout. Only the building will print.

Main Menu - Tools



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Settings

Save 3D screenshot

Print 3D screenshot

Disable internal interface

Sample building rendered using GDI wire frame.

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3D View



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NoneWall

NoneRoof

Insulation

NoneWall

NoneRoof

Liner

0.197Base trim

Miscelaneous

Gutter

Sheet notch Wainscot height

Cover trim

Click, hold and drag anywhere within this frame to reposition the 3D rendering.

Rotate the rendering by using the slider arrow directly underneath.

Zoom in and out of the 3D rendering using the scroll-wheel on your mouse.Note: View a 3D elevation and the corresponding elevation drawing by selecting one of the four elevation views represented in the lower right corner of the 3D view frame.

Note: To print or save an image file of the 3D rendering, select “Tools” from the main menu.Quote 391644 - 40 x 60 x 14 8:12 - IQSQuote 391644 - 40 x 60 x 14 8:12 - IQSOpen Quote Search Tools

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Click, hold and drag anywhere within this frame to reposition the elevation drawing.

Zoom in and out of the elevation drawing using the scroll-wheel on your mouse.Note: View an elevation drawing and the corresponding 3D elevation by selecting one of the four elevation views represented in the lower right corner of the 3D view frame.Quote 391644 - 40 x 60 x 14 8:12 - IQSQuote 391644 - 40 x 60 x 14 8:12 - IQS

Open Quote Search Tools

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E-mail

Cell ( ) -Fax( ) -

Phone 1&2 ( ) - x ( ) - x

Address

Company

Name F/L

City Seguin State Texas

Lead source Lead status NonePhone

Zip 78155 County Guadalupe

Quote 391644 - 40 x 60 x 14 8:12 - IQSQuote 391644 - 40 x 60 x 14 8:12 - IQSOpen Quote Search Tools

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Use customer data

City: Seguin State:

Contact F/L:

( ) -Fax:Phone: ( ) - x

Zip: 78155 County: Guadalupe

Address:

Project:

Texas

Customer

Site

Input all relevant customer information in this window. If this project pertains to an existing customer, select “Find Duplicate Customer” to import the contact information from a previous or existing job.

Entering the zip code will automatically populate the City, State and County fields. Also the building code, seismic zone, seismic coefficient, wind speed and ground snow load are set based on the zip code. These can be found in the job and building tabs.

To quote a job, at least the zip code and lead source have to be filled in.

Select “Use Customer Data” to apply the same information from the Customer Tab to the Site Tab. If the job site information is different, input all relevant data in this window.

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Job

Much of this data will be automatically populated based on the Site information provided. The Measurement system by default is “Imperial”, which is standard for continental U.S. measurements.

Building Code Building codes are intended to provide for the safe use of buildings and structures under “normal” conditions. The code describes exactly how each part of the building should be loaded and designed. These loads are based on Snow load, Wind Speed, Seismic Coefficient (earthquake), Collateral load and Exposure. These loads will be applied in various “Design Combination” to determine the most critical loading. From these combinations all member sizes and spacing will be determined.

IQS determines the building code based on the job site’s zip code. The most common building code is IBC.

For a more detailed explanation of building codes see topic Building Codes Explained.

Wind Speed As wind blows it places pressure and suction on the building surfaced. The exact pressure/load is based not only on the formulas and tables contained in the specific building code chosen, but also the size and shape of your building. By entering the Wind Speed, IQS designs the optimum structural member sizes and their spacing.

Wind Exposure The characteristics of ground surface irregularities (natural topography and vegetation as well as constructed features) for the site at which the building is to be constructed.



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IBC 00 B90.0Code Wind MPH: Exp.

Standard Package (No Cert.) ($0.00)Eng. Pkg.

0.197Seismic Coef. Seismic Zone ImperialMeasurements system

Notes

0.00Extra Items Price 0.00Fees discountFoundation plans

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Job

Wind Exposure (cont .) Exposure A: Large city centers with at least 50% of the buildings having a height in excess of 70 feet.

Exposure B: Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger.

Exposure C: Open terrain with scattered obstructions.

Exposure D: Flat, unobstructed areas exposed to wind flowing over open water (excluding shorelines in hurricane prone regions) for a distance of at least 1 mile.

Seismic Coefficient This is the influence of earthquake activity on your steel building. The higher this number the more influence seismic has or the greater the seismic loading. Some building codes such as the Uniform Building Code (UBC) or the California Building Code (CBC) also use seismic zone. These also influence seismic design; Zone 0 having the least influence and Zone 4 having the greatest.

Seismic Zone / Site Classification The seismic zone/site classification is a gauge of your soil’s capacity to transmit activity from the lower soil to the upper surface. Usually this data is provided by a local Geotechnical Engineer or the Local Project Engineer. If site soil conditions are not identified to establish the site class, IBC allows you to use site class “D”. Zone/Site Classification as follows:

Soil Description

A = Hard Rock

B = Rock

C = Very dense soil and hard rock

D = Stiff Soil

E = Soft Soil

F = Weak Soil

“E” and “F” are unique soil conditions and require special design considerations, which may result in increased engineering design and/or foundation cost. Contact a local Professional Engineer for foundation requirements and soil testing.

Engineering Package You should determine if your building requires certified/stamped drawings and/or design calculations from a registered structural engineer licensed in your state. Please contact your local building official for this information prior to ordering a building.

Load Reduction Allowed Determine the correct roof live load, if your local code stipulates that load reduction is not allowed un-check the “Load Reduction Allowed” checkbox.

Foundation Plans Check this if you are required to have Engineer Stamped plans to satisfy your local permit office, or if you prefer to build your foundation according to specified plans.

Notes to Customer A place to input Additional Notes about the job is available here.

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Building

Enter all data relating to size, dimension and overall building information.

Width - Overall width of the building

Length - Overall length of the building

Hb - Eave height to the back of the building

Hf - Eave height to the front of the building

Type - Roof only to remain open, Roof only to be enclosed, Partially sheeted to remain open, Partially sheeted to be enclosed

Interior Column Editor - See pgs. 18-19

Loads Dead - The dead load is the weight of the building itself, and is comprised of the roof panels, trim, mastic, screws, purlins, eave struts, bolts and the structural frame.

Live - The roof live loads are produced (1) during maintenance by workers, equipment, and materials, and (2) during the life of the structure by movable objects such as planters and by people, but do not include wind, snow, seismic or dead loads. A clear distinction is made between “live” and “snow” loads. It is important that these two loads be treated separately because the probabilities of occurrence for snow loads are very different from those for roof live loads. Roof live load defined by the model codes is a reducible 20 pounds per square foot.

Ground Snow - In the northern US, design of a building to withstand snow loading is critical. Snow loading is dependent on several factors. These factors include roof slope, if the structure is heated, if the structure is insulated, if the roof slope is slippery or if it contains high friction that will “hold” the snow on the roof.

Collateral - Collateral loads are additional dead loads hung from the building, such as sprinkler systems; drop ceilings, HVAC equipment, lighting etc.



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Building (continued)

Roof Pitch ProfilesIQS allow users to set a roof pitch value infinitely between 0.5:12 and 8:12 (provided the eave limits are not exceeded) IQS constrains the wall heights.Note: Currently wall heights up to 30 feet are supported.

1:12 Roof Pitch 2:12 Roof Pitch




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Building

Sheeting Condition

Choices are:Fully sheeted (default).Roof only to remain openRoof only to be enclosedPartially sheeted to remain open

Partially sheeted to be enclosed

Choose the proper building sheeting condition. “Enclosed” means the building is completely enclosed in some material. That material can vary from sheets, masonry, or even another enclosed building. “Partially Enclosed” means either the building is completely open to a given elevation, or that part of the building is open and part is enclosed. “Open” means that the building is completely open to remain open.

Back Eave Height

Eave height to the back of the building.

Front Eave Height

Eave height to the front of the building.

InsetDefines the number of inset roof bays. At least one bay must remain not being inset.

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Illustration of Roof Only To Remain Open

Asymmetrical Frame Profile Demonstrates Different Front and Back Eave Heights

Elevation Drawing of an Inset

3D Rendering of an Inset

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Straight Rafter, Straight Column

Straight Rafter, Tapered Column

Tapered Rafter, Straight Column

Tapered Rafter, Tapered Column

Rigid Frame Types

Rafters Choices are tapered and straight (tapered is default). Choosing a straight rafter over a tapered is typically to achieve a particular design style. There is little to no benefit of having a straight (constant depth) over tapered outside of architectural design considerations. Buildings utilizing constant depth rafter members usually have the rafters exposed and are a part of a design finish and allow a more consistent look throughout the roof system.

Constant depth rafters are usually more costly than tapered.

Columns Column types are straight and tapered (tapered is default). Some projects may require the use of straight columns for a particular finish result.

Tapered columns are the industry standard and are usually the optimum choice, and less costly than straight columns. The larger the building is the more economical tapered members become.

Large spans utilizing straight rafters will be more costly than with tapered members.

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Rigid Frame ProfilesThe following profiles are supported:

Gable (default): This is a symmetrical building with equal eave heights and the peak in the center of the end wall. This the most common type of frame profile.

Single slope: Here the peak or high point of the building is at one end. Side wall eave heights will not be at the same height.

Asymmetrical: This building either has sidewalls that are not the same height or a peak that is not in the center of the end wall or both.

Lean-to: the building is a single slope building that will be attached to a large building. It will be connected on its front side.

Multi-surface roofs are available via special quote.Note: Future plans for IQS development include Gambrel and Raised Center Aisle Buildings.

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Single Slope Frame Profile

Asymmetrical Frame Profile

Lean-To Frame Profile

Double Slope (Gable) Frame Profile

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Base ConditionsCurrently IQS provides 3 framing conditions, standard angle, base channel and base girt. Every metal building has some type of base connection along the building perimeter, allowing the connection of sheeting. This “base condition” determines exactly how the panels connect to the foundation. To prevent water and pests from entering the building at the base, panels extend below the finished floor of the building.

Base girt elevation default is 6 inches above grade.Note: For partial wall conditions the default member is CEE.


Base Condition - Angle (default) Base Condition - GirtBase Condition - Channel

Side Wall GirtBypass sidewall girts are the most economical choice. However, applications require more clearance between columns. Choosing flush sidewall girts will inset the rigid frame into the girt cavity, thus creating a slightly larger clearance between the rigid frames. Many schools and retail applications utilize flush sidewall systems.

Bypass Flush

Note: Illustrations are shown with optional base trim and NO concrete notch in the foundation.

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Interior column editorWhen the building width is 165’ or higher, then the frames need to be supported by interior columns. The building is then referred to as a so-called modular building, whereas without interior columns it would be a clear span building. IQS warns the user when interior columns are not defined while they should be. Press the Interior column editor link in the Building tab to pop up the Frames editor dialog. IQS allows 4 different frames to be defined. By default only one frame is defined. To add a frame, press the Add frame button in the top menu.

Each frame can have its own column spacing settings. To change the column spacing for a frame, press the Edit button for that frame, and the Frame Editor dialog will pop up.

A frame can be assigned to a frame line. A frame line is a physical frame in the building, whereas a frame is a template for a frame line. To assign a frame to one or more frame lines, take the following steps:

Select the frame you want to assign in the Frames list.

Select the frame lines you want to assign the selected frame to in the bottom list. Multiple frame lines can be selected simultaneously by holding the Ctrl key while mouse clicking on a row to toggle a single frame line, or by holding the Shift key while mouse clicking on a row to select a range.

Click the Assign selected frame to selected frame lines button in the top menu

•

•

•

An example of a 150 ft wide clear span building

An example of a 200 ft wide modular building (with 2 interior columns per frame line)

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Interior column editor

The frame editor allows the user to define interior column spacings for a frame. It allows two ways of defining these spacings:

• Equally spacing columns by specifying the number of interior columns. This is the easiest way, since the real column spacings will change automatically as the building width changes while designing the building. Click the Equally spaced columns radio button to use this type of spacing.

• If the user chooses the User defined column spacing option, then he can specify exactly where the interior columns need to be placed. In the example below the spacings are 60’ and 70’, meaning that they are placed 60’ and 130’ from the back wall.

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Options



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Elevation3D view

Bays & Openings

8.012

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2' 3' 1' 6

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Options

NoneWall

NoneRoof

Insulation

NoneWall

NoneRoof

Liner

0.197Base trim

Miscelaneous

Gutter

Sheet notch Wainscot height

Cover trim

Select additional options for your building including wall and roof insulation thickness as well as full or 8 foot lining. Other options available include:

Insulation

The metal building is rapidly becoming more popular for a variety of reasons. They can be built very quickly and are extremely low in cost. They can easily adapt to any number of external architectural treatments without restricting their interior floor planning. A primary reason for this flexibility is the development of insulation specifically designed for metal buildings. The development of advanced insulation systems with more efficient thermal performance is so advanced that it has enabled metal buildings everywhere to evolve into many of the showrooms, retail outlets, schools, offices and shopping centers we see today.

Today’s high-energy costs have made insulation a critical consideration during any construction planning. An insulation system that is properly selected and professionally installed will return more on its investment than any other building component. Insulation provides many benefits:• Improved appearance• Greater comfort• Substantial reductions in fuel and electricity costs• Condensation and noise control• Reduction of the amount of investment dollars and space needed for heating and cooling equipment.

INSULATION WILL RETURN MORE ON ITS INVESTMENT THAN ANY OTHER BUILDING COMPONENT .

Note: when insulation is added to a building, it is shipped separately and extra shipping costs are involved.

IQS allows choosing the wall and roof insulation independently:

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Options (continued)

Gutter

Cover Trim - Window

Sheet Notch

Wainscot Height

• Wall: no wall insulation or three, four or six inch of insulation can be chosen (default is none).

• Roof: no roof insulation or three, four or six inch of insulation can be chosen (default is none).

Liner

• Wall: choices for wall liner are none, eight foot or full (default is none).

• Roof: choices for wall liner are none or full (default is none).

Miscellaneous

• Base Trim: specify whether base trim is included (by default not included).

• Gutter: specify whether gutter is included (by default not included). Gutters and downspouts are an optional accessory that serves as trim. Gutters dramatically improve the appearance of buildings, and we recommend them for most building applications. Downspouts control the water falling from the roof, preventing the water from splashing up on the sides of the building.

• Sheet Notch: specify whether sheet notch is included (included by default).

• Cover Trim: specify whether cover trim is included (included by default). Though common, the red-iron jamb and header around a door opening are normally exposed. Using jamb cover trim is an inexpensive way to improve the appearance of your steel building.

• Wainscot Height: specify the wainscot height (default the building has no wainscot).

Sheet Metal Thickness Gauges

By default a the sheet metal thickness gauge for wall and roof is 26. Optionally, the thicker 24 gauge can be chosen.

Base Trim without Sheet Notch Base Trim with Sheet Notch

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Walls

Wall Conditions

The walls tab allows the user to add or modify a host of building features with just a few mouse clicks. Select from a variety of end wall frame conditions including bearing frame (default), hot-rolled rafter, non-expandable rigid frame or expandable rigid frame.

A standard box building generally has bearing frame end walls. The bearing frame end wall consists of vertical columns that support the rafters. This type of end wall is also known as “post and beam” or non-expandable end wall.

A hot-rolled rafter end wall utilizes a standard wide flange beam (I-beam) section as the rafter; this allows more headroom above the door. By setting directly on top of the end wall columns, instead of fastened to the back of the columns as would occur with a cold formed CEE rafter, the hot-rolled rafter allows for unobstructed clearance from the door header to the underside of the roof purlins. Note: If a lean-to building is attaching to the building we require a minimum of hot-rolled rafter for end wall frame that will have attaching lean-to building(s). We will NOT design a lean-to building using a cold-formed rafter (standard bearing frame).

A non-expandable rigid frame is normally used when large or multiple doors or windows are placed in an end wall. IQS calculates the capacity of the end wall frame types and designs the appropriate end wall frame type required. If there are specific requirements that you desire you may input them, but please remember that if IQS detects that the end wall condition fails structurally, the program will automatically design an end wall to ensure proper design. Roof only buildings will have a non-expandable rigid frame unless the user specifies fully loaded. We suggest using a non-expandable rigid frame if there is a lean-to building attaching at the corner of the side/end wall.

An expandable rigid frame is used primarily when future expansion is desired. All hangar door buildings are designed utilizing a properly loaded rigid frame. In the case of the hangar door, the rigid frame is not considered expandable unless the hangar door system is removed, allowing the building to be expanded.



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Bays & Openings

8.012

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"3' 6' 6

"

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"

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"3' 2'

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Walls

Include soffitMiscelaneous

Roof purlinsAutomatic spacing 4.00Spacing1.64Peak space

Wall Wall Conditions Roofextensions Open? Options

Bearing FrameLeft 4.0 ...

Bearing FrameRight 4.0 ...

Wall Bracing Type Roofextensions Open? Options

Panel ShearFront 4.0 ...

Back Panel Shear 4.0 ...

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Roof Extension

Users can add side wall and gable roof extensions to one or all sides of a building by mouse clicking or entering the desired size in the “Roof Extension” box. Sizes can vary per wall and soffit can be excluded by un-checking the “Include Soffit” checkbox. Note: Buildings have no roof extension by default. If desired, they will need to be added. The sample building below has 4 foot roof extensions on all sides. Maximum extensions are 8 ft for left and right end wall, and 5 ft for front and back sidewall.

The “Open” feature allows for complete removal of any wall of the building. If the wall is to remain open permanently you must select “Partially Sheeted To Remain Open” under the “Type” option of the Building tab. If the wall is designed to be enclosed “By Others” IQS assumes that the wall system will be self supporting and NO lateral support of the wall is allowed. If the wall system being added by others requires lateral support please contact your salesperson for a special quote. Note: Future plans for IQS will allow the user to design a Spandrel Beam that will carry the entire or partial wall load.

Options

Users can use the option button to specify girt specific individual girt locations in all walls. When specifying one or more girt locations IQS will consider the specified locations as part of the design and optimize the balance

of required framing members. Users can specify an Interval distance of girt spacing for use with alternate wall materials. Front and Back side wall eave extensions can be added per bay by clicking the Options button, otherwise the entire wall can be specified to have eave extensions by changing the dimensions in the Roof Extension box.

Walls (continued)

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Walls (continued)

Bracing Type

Select from bracing types including Panel Shear (default), Diagonal Bracing, Wind Column or Portal Framing. Users can specify the type of bracing desired, or the minimum they desire. However if IQS detects there is not sufficient bracing, the program will add bracing to satisfy the requirement.Example, if a user specifies cable bracing, and there is not a sufficient number of bays that can be braced the program will attempt to place any number of combinations of bracing until the bracing requirement is met. If a user chooses diagonal bracing and a door opening is placed in every side wall bay the program will attempt to use one or more portal frames. In the event there is not enough room above the doors to ensure proper headroom clearance, the program will utilize one or more wind columns to meet the bracing requirement.

End wall bracing is seldom used. There are many reasons IQS will not design using diagonal bracing in an end wall. Slots are required in the secondary framing to allow for diagonal bracing, thus weakening the girts and it is our interpretation that the end wall typically suffers the most from wind loading, and we do not use diagonal bracing in end walls with a flush girt condition. If IQS detects that there is not sufficient available panel shear, the program will select the minimum sized Rigid Frame to satisfy the design requirement.

Roof Purlins

IQS will design the roof system (secondary framing) in the most optimized manner. Roof Purlins are automatically sized and spaced; however, they can be manually spaced as necessary. If alternate roofing material is desired, i.e. shingles over plywood, then select the required spacing and add the material weight to the Dead Load on the Building Tab.

Note: Peak spacing should be set to a minimum distance if wood sheeting is used for the roof material.

To remove Roof Panels check Remove Sheeting on the under the Sheeting heading. To specify a specific panel shear capacity for materials supplied by others please contact your salesperson.

Miscellaneous

Options available are to include the soffit; the exterior panel applied to the underside of roof

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Colors

Our online system includes both Galvalume Plus® and SMP Colors. For a small price increase you can add a colored roof. Our standard colored panels consist of a Galvalume® sheet that has been primed and coated with Silicon Modified Polyester (SMP) paint.

Both panel types of panel are very tough, and both our Galvalume Plus® warranty and our paint warranty run for 25 and 30 years respectively. The Galvalume Plus® panels cost less, but the painted panels give your steel building a more refined look.



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Elevation3D view

Bays & Openings

8.012

d1 d2 d3 d4 d5

2' 3' 1' 6

"3' 6' 6

"

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"

3' 1' 6

"3' 2'

4' 4'40'

14' 14'

20'

12' 12'16'

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Colors

galvanizedPrimary frames color

Roof color Wall color

Secondary frames color galvanized

Corner trim color Cover trim color Gutters colorRoof trim color

Wainscot color Wainscot trim color

Fern Green Light Stone

Charcoal GrayHawaiian Blue

Colony Green

Burnished Slate

Saddle Tan

Ash Gray

Desert Sand

Galvalume

Rustic Red

Polar White

Actual Colors May Vary Slightly From Printed Samples.

Additional Colors Available.

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Accessories

Choose from a wide array of doors, windows and other accessories for your building. Click the green “plus sign” to add accessories or the red “X” to remove previously selected accessories.

Prices displayed will vary depending on proposed building location, shipping charges and initial sizes of door and window openings.Note: All prices will vary depending on individual Dealer mark-up and location based on Zip Code.

Adding an Accessory

By clicking the + button in the menu a dialog pops up offering a choice of accessories.

Multiple accessories can be added simultaneously.



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Elevation3D view

Bays & Openings

8.012

d1 d2 d3 d4 d5

2' 3' 1' 6

"3' 6' 6

"

8' 6' 6

"

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"3' 2'

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Accessories

Piece PriceQuantityDescription

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Bay 1:

Bay 2:

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Bays & Openings

8.012

d1 d2 d3 d4 d5

2' 3' 1' 6

"3' 6' 6

"

8' 6' 6

"

3' 1' 6

"3' 2'

4' 4'40'

14' 14'

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12' 12'16'

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Building

Loads



Angle Bypass

TaperedTapered

Gable

RF Rafter RF Column

Base Cond. SW Girt



0

14.014.060.040.0

2.5 20.0 12.0 0.5

8.0

0

By default the IQS Software will break up the span of the building into Bays (ex: a 60 ft. building will have three 20 ft. bays). The default bay spacing will usually be optimized, please keep end wall bays to a maximum of 20 feet. Creating end wall bays larger than 20 feet can result in improper design. Please contact your salesperson if you require end wall bays over 20 feet wide.

Select a Bay to edit by clicking on the blue label. The Bay will become highlighted with a gray box. To adjust the size of the Bay, use the arrows or key in the requested dimensions. The elevation measurement of a Bay allows for a permanent opening within that bay area.Note: Bay elevation must be set to “0” for the addition of doors and windows.

To add a Bay, click the green “plus sign” next to the word “Bay” located in the blue bar directly above the Bay measurements.

To add a door or window opening, first select the Bay for which the opening will be applied. The opening information will appear below the selected bay. Here you can select the type of door to be installed; type of opening required and edit the opening dimensions.

Bays & Openings

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Door Type (Door Opening)

Currently there are 3 choices:

1. NONE: No door type is considered

2. ROLL-UP: Standard Roll-Up Door specifications are considered.

3. SECTIONAL: Standard Sectional Door specifications are considered.Note: IQS typically designs around common headroom constraints per door type. If you are unsure about your headroom requirements please check with your salesperson or consult the door manufacturer and headroom requirements.

Opening Type (Door Opening)

Currently there are 4 choices:

1. FACTORY LOCATE: Choose this option when you are sure of the framed openings location in the building. Selecting this will result in the door frame being designed into the wall chosen. All secondary framing (i.e. wall girts) will be cut to fit the opening. Installing the door frame with this selection will be much easier than a field located door.

2. FIELD LOCATE: Choose this option when you are unsure of the exact door location. This option will require the cutting of secondary framing members. Please note that you must never remove a column to place a door.

!!! -REMOVING A COLUMN MAY RESULT IN A DANGEROUS SITUATION . PLEASE CONSULT THE MANUFACTURER PRIOR TO REMOVING A COLUMN OR VERTICAL FRAMING MEMBER . -!!!

3. SHEETED FOR FUTURE USE: Use this option when you would like the option of having a factory located framed opening in your building, but are not currently ready for its installation. Girts and sheeting will be provided to completely cover the opening.Note: trim will not normally come with this option.

4. INCLUDE SHEETING (no girts): Use this option when you require additional sheeting for a door that is to be built by others utilizing the same wall panel material.Note: Please confirm that the area of the actual opening will be sufficient to cover the door. If the door is oversized there will not be enough material to cover.

Offset

You can specify the location of the door by changing the offset location in the offset control.

Bays & Openings (continued)

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Width (Applies to all)

You are able to specify the door width by adjusting the dimension in the WIDTH tab. Though it is not recommended, IQS will allow columns to be used for door jambs in the event the bay spacing is set properly to allow this. Normally a door can be placed in a bay and take up the entire width of that bay. Adjacent bays will have a minimum of 1 foot offset from the door edge. End wall corner columns will have 2 foot minimum edge clearance. See OFFSET for more details on end wall corner minimum spacing.

Top (Applies to all)

You are able to specify the door or window height by adjusting the TOP dimension. Constraints are place on framed openings to accommodate most door types. Currently IQS requires a 2 foot minimum distance ABOVE the door. This distance is calculated to the nearest roof edge on sidewalls and to the underside of roof purlins on end walls. Normally slide doors located on end walls are no higher than the side wall eave height unless there is sufficient space to accommodate a horizontal path wide enough to create clearance to the nearest roof line. Note: please call your sales rep if you are unsure about slide door requirements.

Sill (Window)

You are able to specify the sill height of a window opening by adjusting the dimension in the SILL tab. Note: adjusting the sill height will not adjust the TOP height.

Wide Opening (Large Door)

To place a wide opening in an END WALL (only) you must first adjust the end wall bay spacing to accommodate the door opening. Multiple wide openings can exist in each end wall, however we typically suggest a maximum of 3 wide openings per end wall with a collective opening width (per wall) of no more than 180 feet.

We will use a single opening for our example of properly placing a wide opening in the end wall of a building. We will use a 60 foot wide building with a 50 foot wide (hangar) opening. There are 3 bays by default, therefore there is no need to remove any bays. If there were more than 3 bays, we would delete all but 3 for this example.

FIRST we set the bays to (bay 1) 10 feet, 50 feet (bay 2) and 10 feet (bay 3) from left to right.

SECOND we then highlight BAY 2 and mouse click the wide opening button. The wide opening fills the entire bay. The wide opening will always fill the bay selected

unless there are adjacent doors restricting or enforcing an offset.

THIRD Select the Wide Opening DOOR TYPE and adjust any accompanying

requirements to suit your specific needs. All end wall doors (including wide openings) are restricted to default

clearances. If your application requires a lesser clearance, you may need to get a special quotation.

Bays & Openings (continued)

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Processor: Pentium 4, 1 Ghz

Windows XP

Hard Drive Space: 50 Megabytes

RAM: 256 Megabytes

Graphics Card: Direct X9, OpenGL or GDI Rendering Compatible

Internet Connection

•

•

•

•

•

•

System Requirements

IQS Software CD ROM

IQS Overview Manual

•

•

Package Contents*

* IQS is primarily distributed as a software download from our website. However, should you require an actual CD containing the software, please contact our Dealer Specialists at 888.798.8794.

Copyright © 2008 ICON Building Systems - All rights reserved.

Phone: 830.372.4266 Toll Free: 888.798.8794 Fax: 888.377.4267

Corporate Office P.O. Box 1079 Seguin, TX 78156

Physical Address 4340 I-10 West Seguin, TX 78155

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