REQUIRED BEFORE DELIVERY

ICON Building Systems Assembly and Safety Manual

Page 1 of 49 Creation Date: January 2013

Notice: This manual is only a general guide and does not address other acceptable installation

procedures. Installation and safety practices are the Builder’s responsibility. In all cases, the Builder must

comply with applicable safety precautions whether statutory, regulatory, or customary. This manual

explains procedures generated from general practice and may not apply in every case. Even the most

common practices may result in injury or improper installation if not conducted properly and under the

supervision of an appropriate professional. The manufacturer will not be held liable for problems

stemming from improper installation.

LEGAL NOTICES

Buyer/End User Responsibilities

It is the responsibility of the BUYER/END USER to obtain appropriate approvals and secure necessary

permits from City, County, State, or Federal Agencies as required, and to advise/release ICON Building

Systems to fabricate upon receiving such.

ICON Building Systems standard specifications apply unless stipulated otherwise in the Contract

Documents. ICON Building Systems design; fabrication, quality criteria, standards, practice, methods and

tolerances shall govern the work with any other interpretations to the contrary notwithstanding. It is

understood by both Parties that the BUYER/END USER is responsible for clarification of inclusions or

exclusions from the architectural plans and/or specifications.

In case of discrepancies between ICON Building Systems structural steel plans and plans for other trades,

ICON Building Systems plans shall govern. (Section. 3 AISC Code of Standard Practices, 9th Edition)

Approval of ICON Building Systems drawings and calculations indicates that ICON Building Systems has

correctly interpreted and applied the Contract Documents. This approval constitutes the

contractor/owners acceptance of the ICON Building Systems design concepts, assumptions, and loading.

(Section 4 AISC Code and MBMA 3.3.3)

Once the BUYER/END USER has signed or verbally approved ICON Building Systems Approval Package

and the project is released for fabrication, changes shall be billed to the BUYER/END USER including

material, engineering and other costs. An additional fee may be charged if the project must be moved

from the fabrication and shipping schedule.

REQUIRED BEFORE DELIVERY:

On the day of delivery, a Forklift, Crane, or Other Heavy Lifting Equipment must be

available and ready to unload your building. Please make arrangements in advance of

shipment arrival.



The BUYER/END USER is responsible for overall project coordination. All interface, compatibility, and

design considerations concerning any materials not furnished by ICON Building Systems are to be

considered and coordinated by the BUYER/END USE CUSTOMER. Specific design criteria concerning this

interface between materials must be furnished before release for fabrication or ICON Building Systems

assumptions will govern (Section 4 and Commentary, AISC Code of Standard Practice 9th Edition).

It is the responsibility of the BUYER/END USER to ensure that ICON Building Systems drawings/plans

comply with the applicable requirements of any governing building authorities. The supplying of sealed

engineering data and drawings for the metal building system does not imply or constitute an agreement

that ICON Building Systems or its design engineers are acting as the engineer of record or design

professional for a construction project. These drawings are sealed only to certify the design of the

structural components furnished by ICON BUILDING SYSTEMS.

The BUYER/END USER is responsible for setting of anchor bolts and erection of steel in accordance with

ICON Building Systems “For Construction” drawings only. Temporary supports such as guys, braces, false

work, cribbing or other elements required for the erection operation shall be furnished and installed by

the erector. No items should be purchased from a preliminary set of drawings, including anchor bolts.

Use only final “For Construction” drawings. (Section 7 AISC Code of Standard Practice, 9th Edition)

ICON Building Systems is responsible for the design of the anchor bolt to permit the transfer of forces

between the base plate and the anchor bolt in shear, bearing and tension, but is not responsible for the

transfer of anchor bolt forces to the concrete or the adequacy of the anchor bolt in relation to the

concrete.

Unless otherwise provided in the Order Documents, ICON Building Systems does not design and is not

responsible for the design, material and construction of the foundation or foundation embedment. The

END USE CUSTOMER should assure himself that adequate provisions are made in the foundation design

for loads imposed by column reactions of the building, other imposed loads, and bearing capacity of the

soil and other conditions of the building site.

It is recommended that a Registered Professional Engineer experienced in the design of such structures

design the anchorage and foundation of the building. (Section A10 1996 MBMA Low Rise Building

Systems Manual)

Normal erection operations include the corrections of minor misfits by moderate amounts of reaming,

chipping, welding or cutting, and the drawing of elements into line through the use of drift pins. Errors

which cannot be corrected by the foregoing means or which require major changes in member

configuration are to be reported immediately to ICON Building Systems by the BUYER/END USE

CUSTOMER, to enable whoever is responsible either to correct the error or the approve the most



efficient and economic method of correction to be used by others. (Section 7 AISC Code of Standard

Practice, 9th Edition)

Neither the fabricator nor the BUYER/END USER will cut, drill or otherwise alter his work, or the work of

other trades, to accommodate other trades, unless such work is clearly specified, the BUYER/END USE

CUSTOMER is responsible for furnishing complete information as to materials, size location and number

of alterations prior to preparation of shop drawings. (Section 7 AISC Code of Standard Practice, 9th

Edition)

Owner, Contractor, and/or Builder Responsibilities

The owner, contractor, and/or builder must secure all required approvals and permits from the

appropriate agency as required. Approval of ICON Building Systems drawings and calculations indicates

that ICON Building Systems has correctly interpreted and applied the requirements of the contract

drawings and specifications. (Sect 4.2.1. AISC Code of Standards Practice, 9th Edition). Where

discrepancies exist between ICON Building Systems Structural Steel Plans and the plans of

other trades, the Structural Steel Plans will govern. (Sect. 33 AISC Code of Standards Practice, 9th

Edition). The builder is responsible for all erection of steel and associated work in compliance with ICON

Building Systems “Construction Drawings”.

No changes to this building system should be made unless approved in writing by the manufacturer

Engineers. Unapproved changes could result in unsafe building design and could endanger public safety.

Erection Note

All bracing, strapping, & bridging shown and provided by ICON Building Systems for this building is

required and shall be installed by the erector as a permanent part of the structure. If additional bracing

is required for stability during erection, it shall be the erector’s responsibility to determine the amount

of such bracing and to procure and install as needed. ERECTION NOT BY ICON BUILDING SYSTEMS.

Shortages

Any claims or shortages by buyer must be made to ICON Building Systems within five (5) working days

after delivery, or such claims shall be considered waived by the customer and disallowed.

Correction of Errors and Repairs (MBMA 6.10)

Claims for correction of alleged misfits will be disallowed unless ICON Building Systems shall have

received prior notice thereof and allowed reasonable inspection of such misfits. The correction of minor

misfits by the use of drift pins to draw the components into line, moderate amounts of reaming,

chipping and cutting, and the replacement of minor shortages of material are a normal part of erection

and are not subject to claim. No part of the Building may be returned for alleged misfits without the

prior approval of ICON BUILDING SYSTEMS.



Building Specifications

The Structure described in your contract has been designed and detailed for loads and conditions

stipulated in the contract and shown on your respective drawings. Any alterations to the structural

system or removal of any component parts or the addition of other construction materials or Loads

must be done under the advice of a Registered Architect, Civil or Structural Engineer. ICON Building

Systems will assume no responsibility for any loads not indicated. Complete sets of Construction

Drawings are furnished with every building. Each plan is specially prepared for each individual building

and should be strictly adhered to. Familiarize yourself with these drawings prior to start-up.

Safety Commitment

ICON Building Systems has a commitment to manufacture quality buildings that can be safely erected.

However, the safety commitment and job site practices of the erector are beyond the control of ICON

BUILDING SYSTEMS. It is strongly recommended that safe working conditions and accident prevention

practices are the top priority of any job site. Local, State, and Federal safety and health standards should

always be followed to help ensure workers safety. Make certain all employees know the safest and most

productive way of erecting a building. All employees should know emergency procedures. Daily

meetings highlighting safety procedures are also recommended. The use of hard hats, rubber sole shoes

for roof work, proper equipment for handling material, and safety nets where applicable, are

recommended.

Warning In no case should Galvalume® steel panels be used in conjunction with lead or copper.

Both lead and copper have harmful corrosive effects on the Galvalume® alloy coating

when they are in contact with Galvalume® steel panels. Even run-off from copper

flashing, wiring, or tubing onto Galvalume® should be avoided.



INTRODUCTION Thank you for choosing ICON Building Systems. Read this manual and study any Pre-Engineered

Drawings prior to construction to avoid any delays to the planning and assembly of your new building.

Assembly suggestions contained within this manual are intended only as a guide.

ICON produces high quality, durable, pre-engineered metal buildings to be safely assembled by an

experienced, knowledgeable construction expert with trained crews and proper equipment. Carefully

research vendors and contractors for price, quality, and on-time job completion. Customer satisfaction

and the quality of the finished product are dependent upon the skills and expertise of the construction

crew and the available equipment.

The ICON Building Systems Assembly and Safety Manual provides detailed general assembly instructions

and is intended to support your Pre-Engineered Drawings containing specific building parts and

construction details. A copy of this manual may be obtained at a nominal cost.

ICON is happy to answer any questions concerning your new building but we are not engaged in the on-

site assembly of these products. ICON Building Systems can engineer and supply building components to

meet special requirements at an additional cost.

Moderate cutting and reaming or correction of minor misfits is considered part of the assembly process.

Report any errors preventing proper assembly or fitting of parts by moderate reaming, chipping, or

cutting to ICON so we may correct the error or approve the method of resolution.

Notices:

The customer is responsible for following all laws and regulations governing permitting, labor and

employment, safety, materials handling and disposal, loading and zoning requirements, and any other

regulations which may apply.

The manufacturer(s) is not liable for safety procedures, site selection and preparation, soil and drainage

testing, foundation design, assembly quality, or the negligence of other parties. The customer is

responsible for purchasing and maintaining liability insurance for completion of assembly and thereafter

to insure against any loss or damage.

Any agreement or representation between dealer or contractor and buyer concerning delivery,

construction, modification or other items or activity are between those parties only.



SAFETY PRECAUTIONS

Safety practices at the job site are beyond the control of ICON Building Systems.

It is your responsibility to use and enforce proven safety procedures and accident prevention methods.

Adhere to local, state, and federal safety and health standards.

Instruct all employees in safe, productive methods of building construction.

Clearly mark all utilities overhead and underground to avoid hazards and prevent damage.

Prominently post emergency telephone numbers and the location(s) of first aid stations and

emergency procedures at the job site.

DISCLAIMER

To the best of our knowledge, the information contained in this manual is accurate. However, ICON

Building Systems, LLC disclaims any responsibility for damages that may result from the use of this

manual since the actual construction and assembly operations and conditions are beyond our control.



GETTING STARTED

Preparing the Site

You, the customer, must confirm in advance:

1. The availability of any required utilities.

2. That adequate workspace for tasks required in building assembly.

3. That the transport company has permission and sufficient access to the building site.

Developing the Foundation

Your new building requires a strong, well-designed foundation built in compliance with specified criteria

and load conditions. It is critical that your foundation adhere to OSHA regulations and other local codes

or laws for “shoring of excavation to prevent accidental cave-ins.” Poor construction results in expensive

repair work and subpar structural performance.

You are solely responsible for the quality of the foundation. ICON Building Systems will supply anchor

bolt drawings with guidelines for foundation design. Your new building has been manufactured to very

tight tolerances; follow these requirements for successful assembly and use.

Foundation and assembly contractor(s) should provide all tools, equipment, and all “embedded”

structural steel such as wire mesh, reinforcing bars, and anchor bolts.

An accurate layout of the foundation should be performed prior to any excavation work, regardless of

type and configuration. Lay out the foundation perimeter using a transit or similar method to assure

proper placement of corner measures for a square foundation.

Foundation errors and anchor bolt setting misalignments are the most common quality problems in

metal building construction. Adhere to these procedures to mitigate expensive errors and construction

delays.

ATTENTION!

SAFETY PRECAUTION

Always comply with all OSHA safety recommendations.



Do not assemble any building components on “green” concrete. Anchor bolts may pull loose or other

concrete damage may occur. Allow concrete to cure prior to assembly. Normal Portland cement

concrete should cure at least seven days. High-early-strength concrete should cure at least three days.

1. Requirements

a. Design by an experienced foundation engineer.*

b. Coordinate with all local, county, and state building codes.

c. Form sharply

i. True corners.

ii. Straight sides.

iii. Smooth, level top.

d. Anchor bolts set within (+/-) 1/16 inch of specification in anchor bolt drawing

dimensions.

*The foundation engineer is also an excellent resource for guidance on excavation, drainage, formwork, steel

reinforcement, and concrete proportioning.

2. Layout

a. Confirm square and level (Fig. 01).

i. Measure diagonally to farthest points of foundation frame/string-line.

ii. Adjust frame/string-line until the two diagonal measurements match, ensuring

square frame.

iii. Confirm level.

[Fig. 01]

3. Anchor Bolt Installation (Fig. 02) – READ BEFORE POURING CONCRETE

a. Use ASTM A-307 (or equivalent) anchor bolts with thread length at least 2 ½ inches. NOT

SUPPLIED BY ICON BUILDING SYSTEMS.

b. Set bolts to project at least 2 inches above concrete surface. (Refer to Anchor Bolt

setting plan)

c. Wrap duct tape around bolt threads for protection from concrete pour.

TIP

Important!

Conduct a final inspection of all foundation requirements BEFORE pouring concrete

to ensure accuracy.



Use templates of plywood or equivalent to maintain plumb anchor bolt setting during concrete pour.

Use anchor bolt plan dimensions to create the necessary quantity in advance for quick placement. Drill

air relief holes in template. When floating concrete, vibrate until wet concrete seeps through top of air

relief holes.

[Fig. 2.0]

Taking Delivery of Your New Building Kit

Arrival Every effort will be made to ensure the shipment of the building components arrives at the job site on-

time at the requested day and hour. However, ICON Building Systems makes no warranty and accepts

no responsibility for costs associated with early or late arrival unless a separate written agreement has

been made for a guaranteed arrival time.

Prepare, in advance, access to the job site from the highway or road for the transport vehicle.

1. Remove all obstructions, including those overhead.

2. Gravel or plank the access route if the soil will not withstand heavy wheel loads.

3. Protect concrete edges from chipping or cracking.

4. Make required utilities available.

Inspection and Receiving Notice: Failure to perform the necessary inspections may result in difficulties with claim settlement.

1. Before unloading

a. Inspect for quantities and damage.

b. Note any damage or defective material on the shipping document regardless of extent

or degree. Carrier agent must acknowledge in writing.

c. You are responsible for unpacking, unstacking, and drying packaged or nested materials

that become wet in transit.

SAFETY PRECAUTION

To prevent worker injury provide a comprehensive safety awareness program

to train workers on “Safe Work: practices, conditions unique to the job site,

and the building materials. “



2. Manufacturer reserves the right to recover any materials delivered in excess of those listed in

the Ordering Documents.

3. Filing claims

a. Immediately file a claim with the carrier at the site regarding any discrepancies due to

damage or shortages. Send a claim to ICON Building Systems no later than five (5) days

after delivery.

b. If the carrier is the manufacturer, you must make the claim directly to the manufacturer.

c. Manufacturer is not responsible for damages from the unloading process or for

packaged or nested materials including but not limited to:

i. Fasteners,

ii. Sheet Metal,

iii. “C” and “Z” sections, and

iv. Wet or Water-Damaged Covering Panels occurring during transit.

d. Itemize claim

i. Parts in question,

ii. Quantities received,

iii. Quantities ordered,

iv. Customer and shipper contact information, and

v. Invoice numbers.

Notice: ICON Building Systems, the Manufacturer, is not liable for any claim whatsoever, including but

not limited to labor charges for consequential damages resulting from the use of damaged or defective

materials that can be detected by visual inspection.

Unloading Use careful planning and extreme caution. Transport vehicles are loaded for maximum efficiency, safety,

and trailer weight. The shipping department cannot honor special requests.

Careful handling of materials is crucial to the long life of your building. While color-coated, galvanized

and Galvalume® materials are highly weather resistant once assembled, stacked components are

susceptible to moisture damage and discoloration when stored for long periods of time.

Safety Precaution

Do not release the load tie-downs until you have confirmed the shipment is

securely positioned and did not shift during transit. Failure to do so may result

in injury from falling materials.



Carefully separate, dry, and store panels out of the weather to prevent permanent discoloration. While

discolored galvanized steel may not be rejected as damaged, do not use any component when quality is

questionable.

1. Handling

a. Do not handle panels roughly.

b. Do not walk on stacked panels.

c. Protect panel corners, sides, and ribs while lifting.

2. Pre-plan material placement

a. Include maneuvering room.

b. Locate parts near where they will be used. (Fig. 03)

c. Position rigid frame columns and rafters for rising.

d. Position girts, purlins, endwall columns, and braces per bay.

[Fig. 03]

3. Equipment Requirements

a. Use a crane, forklift, or tractor with loading forks.

b. Spread loading fork tines as widely as possible. A spreader bar may be required in crane

lifting. (see Fig. 04)

c. Do NOT use a small farm tractor!

d. Bundled components can exceed 3,000 lbs.

i. Bundled wall and roof panels may exceed 1,500 lbs. for a 30’X40” structure.

ii. Bundled purlins and girts may exceed 1,000 lbs. for a 30’X40’ structure.

[Fig. 04]

4. Component Arrangement

a. Bundles are packed and coordinated for easy installation.

b. Do not separate. Broken and separated bundles create problems and delays with

component matching and placement.

5. Unloading

a. Reminder – use care around overhead electrical lines and other obstructions.

b. Secondary parts are numbered for positive identification (purlins, girts, eave struts, door

jambs, headers, etc.)

c. Compare against bill of lading during unloading process.

d. Note any discrepancies on bill of lading.

e. Protect column and rafter base plates, splice plates, and foundation with blocking to

avoid damage during unloading and later handling.

f. Touch up primed surfaces now and after assembly.

6. Storage



a. Use wood blocking spaced no more than 7 feet apart to elevate components and

protect from warping/bending during storage and to encourage air circulation and

water drainage. (See Fig. 05)

b. Store panels, purlins, girts, and other components at a slight angle.

c. Store rigid frame columns/rafters vertically at a slight angle.

d. Keep materials dry with a secured plastic tarp(s).

[Fig. 05]

Hoisting and Handling Safety

1. Use only personnel experienced in light steel rigging and lifting for hoisting, assembly, and steel

erection.

2. Inspect ropes and cables for integrity and load ranges.

a. Replace defective equipment immediately.

b. Do NOT use defective ropes or cables.

c. Do NOT use ropes or cables beyond their load range.

3. Avoid low sling lift angles to prevent load compression damage. (See Fig. 06)

4. Panels may be oiled or waxed. Moisture increases slipperiness. Use caution and only walk on the

flat part of the panel. Do NOT walk on light transmitting or translucent panels.

5. Always wear gloves to handle panels due to sharp edges.

6. Use extreme caution when handling panels in windy conditions.

[Fig. 06]



A Note about Structural Framing Primer

The primer supplied by ICON Building Systems is not intended to provide a uniformed finish coat nor will

it provide extended protection if subjected to prolonged outdoor exposure. If immediate assembly of

the building cannot be performed, all materials must be protected from exposure to environmental

conditions that may promote degradation to primer performance. These conditions include, but are not

limited to:

Prolonged exposure to ultra-violet light causing possible fading and or spotting.

Standing water resulting in spotting, peeling or localized surface oxidation.

The MBMA Commentary states that:

“... the manufacturer is not responsible for the deterioration of the shop coat of primer or corrosion that

may result from exposure to atmospheric and environmental conditions, nor the compatibility of the

primer to any field applied coating...”

The AISC, Code of Standard Practice further states that:

“... the shop coat of paint is the prime coat of the protective system. It protects the steel for only a short

period of exposure...”

Due to transit abrasions and/or scratching during loading, unloading, and handling, primer touch-up will

be necessary. Primer touch-up is the responsibility of Customer/Builder. Additional guidelines for the

handling and storage of steel components can be found in both the MBMA Commentary and the AISC

Code of Standard Practice.

The factory primer is only intended to protect the steel framing for short time exposure to ordinary

outdoor conditions. The coat of shop primer does not provide the uniformity of appearance, or the

durability and corrosion resistance of a field applied finish coat of paint over a shop primer. The

Manufacturer is not responsible for deterioration of the factory primer or corrosion that may result

from neither exposure to outdoor conditions or the compatibility of the primer coat applied in the field.



FRAME ASSEMBLY

Recommended Tools This is a basic list of recommended tools for a standard two-person building installation. Additional tools

may be required based on preference and number of personnel.

Lifting Equipment 4,000-6,000 lb. All-terrain Telescoping Forklift

½ inch diameter x 12 foot Choker or Nylon Straps

Hand Tools

“C” Clamps (Vice Grip Brand) Vice Grip Crescent Wrench Spud Wrench 1 1/16”, 1 1/8”, 1 1/4” ½” Drive Socket (deep) ¾”, 1 1/6”, 1 1/8”, 1 ¼” ½” Drive Ratchet Bull Pin (Drift Pin) 3 lb. Hammer 2 foot Level & 4 foot Level Pop Rivet Gun Tin Snips – Left & Right (red/green) 25 foot Tape Measure Come-Along ½” diameter Rope – 4@20 foot ea. (hand lines) ¾” Boxed-In Wrench (backup for ½” diameter bolts) 3/8” Electric Drill TekScrew Screw Gun – Variable Clutch 0-2500 RPM Roto Hammer

Magnetized Screw Gun Sockets – 5/16” High Speed Drill Bits – 1/8”, 3/16”, ¼” Utility Knife Concrete Drill Bits – ¼”, ½” Caulking Gun Tool Belt with Bolt Bag Protective Eyewear & Work Gloves OSHA Approved Hard Hat

Safety Precaution

Purchase only top quality tools rated for industrial use. Maintain the tools in safe,

clean condition. All tools should be OSHA approved for commercial construction use.

Use the proper tool for the task.



General Procedures

Alterations Any alteration to primary support members will void any and all warranties.

Alterations of primary support members can undermine structural stability. The installer must not alter

any primary or secondary framing members such as rigid frame columns, rafters, end bearing frame

rafters, interior columns, or other members. Consult an ICON Building Systems representative before

attempting any alteration to these parts.

Do NOT install any components of questionable quality or integrity. The Manufacturer(s) will not be responsible for costs associated with the installation or removal of such material.

Installation Plans

Each installation has unique conditions and factors that may over-ride set installation rules and procedures. Installation practices that have proved sound should be employed whenever possible. The builder must adjust procedures with the following in mind:

Crew experience level

Type of building

Available equipment

Working conditions

Local conditions and requirements

Attention! Check anchor bolt dimensions against the Anchor Bolt Plan before beginning any installation.

Order of Assembly

1. Erect all rigid frame sidewalls. 2. Install rafters and purlins. 3. Install endwalls.

SAFETY PRECAUTION

Position temporary bracing materials for easy access. Sidewall columns may

require bracing until hardware is secured. Bolt in place as many clips and flange

braces as possible before raising the frame.



TIP

Hand-tighten mounting hardware until all components are in place. Fully tighten the hardware after any

final adjustments are made.

Sidewall Assembly (Fig. 08)

1. Lay out all rigid frame columns, girts, and eave struts.

2. Erect all rigid frame sidewall columns and snugly attach base plate mounting hardware.

a. Attach supplemental bracing to rigid frame sidewall columns if needed.

3. Install all sidewall girts. Hand-tighten hardware. (See Fig. 07)

4. Install all eave struts. Hand-tighten hardware.

[Fig. 07 and Fig. 08]

Roof Support and Cable Bracing (Fig. 09)

1. Lay out all rigid frame rafters and purlins on foundation.

a. Assemble all rigid frame rafters.

b. Securely tighten all peak slice plate hardware.

2. Using proper lift equipment, install one rafter assembly near the center of the structure.

3. Stabilize framing structure with temporary cables or ropes while installing the neighboring

rafters. Important! Brace the framing structure until all exterior sheeting and/or cable braces are

in place.(See Fig. 09-A)

4. Snug the haunch splice plate mounting hardware.

5. Complete the bay by installing purlins and cable bracing with hand-tightened hardware.

6. Inspect each bay to ensure all girts, purlins, cable braces, and mounting hardware are in place.

Plumb, Square, and Secure Rigid Frame and Bays

ATTENTION!

All structural bolts shall be secured by Angle Controlled Tightening (turn-of-the-nut method) in

accordance with AISC “Specification for Structural Joints” 9th Edition.

TIP

Use shims for adjustments if necessary.

[Fig. 10]

1. Plumb and secure Primary Frame (rigid frame nearest building center).



a. Plumb sidewall column nearest center of building.

b. Tighten base plate mounting hardware with angle controlled tightening.

c. Plumb rafter at proper height.

d. Tighten haunch splice plate mounting hardware with angle controlled tightening.

2. Plumb, square, and secure neighboring bay. (Fig. 10)

a. Plumb next neighboring sidewall column near Primary Frame.

b. Tighten base plate mounting hardware with angle controlled tightening.

c. Square rigid frame assembly to Primary Frame.

d. Plumb rafter at proper height.

e. Tighten haunch splice plate mounting hardware with angle controlled tightening.

f. Repeat a-e to plumb and secure all remaining rigid frames.

3. Verify all rigid frames are plumb and square with measuring tape. (Fig. 11)

a. Measure “A” to “C”. Should match “B” to “D”.

b. Measure “A” to “E”. Should match “B” to “F”.

c. If measurements are not equal, adjust before securing cable bracing.

[Fig. 11]

4. Tighten cable bracing for bays.

a. Tighten all cable bracing. Do NOT over tighten.

b. Cable bracing is a backup support system in unlikely event of diaphragm failure.

Erect Bearing Endwalls

Notice: Rigid frames may be used as endwalls in some structures. This is common if the building will be

extended in the future.

TIP

Do not tighten mounting hardware until final column adjustments are made.

1. Add bearing endwalls, girts, and rafters. (See Fig. 12)

a. Lay out all bearing endwall columns, girts, and rafters.

SAFETY PRECAUTION

Position temporary bracing material for easy access. Endwall columns may

require supplemental bracing before hardware is secured.



i. Some partial girts will be installed with respective framed openings.

b. Erect all bearing endwall columns.

c. Snugly attach base plate mounting hardware.

d. If needed, attach supplemental bracing to endwall columns.

2. Install all endwall girts and remaining sidewall girts.

3. Hand-tighten mounting hardware. (See detail on Fig. 07)

4. Install all endwall rafters.

5. Hand-tighten mounting hardware.

6. Repeat steps 1-5 for remaining endwall.

[Fig. 12]

Plumb, Square, and Secure Bearing Frame Endwalls (See Fig. 13)

1. Plumb endwall columns.

2. Tighten base plate hardware using angle controlled tightening (turn-of-the-nut method).

3. Install endwall rafters.

4. Hand-tighten mounting hardware.

5. Install remaining purlins and eave struts.

6. Tighten all hardware with angle controlled tightening.

[Fig. 13]

Install Framed Openings (See Fig. 14)

1. Install all framed openings for doors, windows, etc.

2. Install Jamb Trim, Header, Trim, and Cover Trim for all door and window openings upon

completion of frame. See pages XX-XX for additional door and window details.

3. If ICON door kit (3070) was purchased with building, install now. Instructions provided with door

kit.

4. Install standard framed opening windows now, before exterior wall sheeting installed.

5. Self-mounted window kits purchased through ICON do not require a framed opening and are

installed after exterior wall sheeting is in place. Consult installation instructions provided with

window kit.

[Fig. 14]

Install Base-Angle and Rake-Angle



Notice: Base-angle provides solid mounting surface for bottom of wall panel. Rake-angle provides solid

mounting surface for top of wall panel. Rake-angle should meet at peak and flush fit at eave strut.

Overlap rake-angle if needed for proper fit.

1. Install base-angle around concrete slab. (See Fig. 15.)

(See construction Drawings for specifications)

a. Install concrete anchors every 4 feet.

b. Install no closer than 2 inches from end of base-angle.

2. At gables install rake-angle along purlin ends down to the eave struts. (See Fig. 16)

a. Using #12x1 ¼ inch self-tapping screws, secure the rake-angle to the purlin.


Final Frame Bolt Inspection

ATTENTION!

Confirm required quantity, size, and type(s) of bolts for all structural connections. Verify proper

tightening. Structural bolts shall be tightened by angle controlled tightening (turn-of-the-nut method) in

accordance with AISC “Specification for Structural Joints” 9th Edition.

1. Tighten all mounting hardware by angle controlled tightening.

2. Begin with base plates.

3. Continue through all splice plates.

4. Tighten all other mounting hardware.

5. Touch up primer to any scratched or field-modified areas to prevent rust.

Support Girts for Panel Installation

1. Use temporary wooden support as panels are installed to prevent girts from sagging. (See Fig.

17)

2. With measuring tape next to sidewall column, measure from foundation to girt and from girt to

girt.

3. Cut wooden supports needed to maintain proper spacing.

[Fig. 17]

INSTALL DOOR

Notes



1. Field locate Walk Doors before paneling the walls.

2. Walk Doors are designed for swing out installation only.

3. Door frames are shipped unassembled for field assembly.

4. Glass and Putty for glazing are NOT furnished by ICON Building Systems unless otherwise

specified.

5. This installation procedure is for installing a Walk Door under standard conditions.

Installing Door

Writer’s Note to Client: The instructions provided in the original manual did not specify the size or

type of #12 screws as the previous sections did. Also, I was uncertain if Walk Door was a brand or

if this should read “Walk-In Door” since there are figures for Overhead Door.

Notice: Consult the installations instructions for the window kit.

1. Assemble the door frame, attaching header to jamb with four 1x ¼ inch round head stove bolts.

2. Set the frame in place.

3. Plumb the hinge jamb and anchor to the foundation.

4. Attach the header to the girt with #12 screws on 12 inch centers.

5. Hang the door leaf.

6. Adjust the striker jamb to the correct position and anchor to the foundation.

7. Attach head and jamb trim to the door frame with #12 screws.

8. When a base girt is used, field cut at the door and attach to jambs with two #12 screws.

9. Install the lockset using the instructions included by the manufacturer.

[Walk Door Detail 1, 2,3 AND Overhead Door Detail 1,2]

Installing Windows

Important!

These instructions are based on self-mounted window kits purchased through ICON Building

Systems. Self-mounted windows do not require a framed opening and are installed after

exterior wall sheeting. Please consult the installation instructions provided with the window kit.



1. Field cut wall panels at windows to the required rough opening size.

2. Install windows from center to center of the high ribs for self-flashing.

3. Install windows from the inside of the building by setting the sill over the bottom panel and

tilting the window into vertical position.

4. Caulk the top and side panels around the windows.

[Window Detail 1 & 2]



INSTALLING WALL INSULATION, PANELS, CORNER TRIM, AND

EAVE TRIM/GUTTER COUNTER FLASHING

Panel Descriptions (Fig. 18)

“R” Panel: Designed for both roof and wall application. The symmetrical profile allows for panel

installation without regard to sheeting direction. Start sheeting from either end of the building. In case

of high prevailing winds, run laps with the wind.

“PBR” Panel: Designed for roof application but can also be used as wall panels. Identical in profile to the

“R” panel, the PBR panel has an extended support leg on the leading panel edge. This provides better

nesting with the overlapping rib of the adjacent panel.

[Fig. 18]

Wall Panel Installation

ATTENTION!

Reverse rolled panels require different screw patterns. Refer to Construction Drawings for proper screw

placement.

TIP

Lap Screw Detail: For a more professional appearance, evenly align and distribute wall panel screws.

Drill the ¼ inch lap screw clearance holes down the center of the high lap rib on 30 inch centers or as

specified by construction drawings. Drill first hole 1 7/8 inches from bottom edge then distribute as

necessary. Place lap screw clearance holes in center of panel’s high lap rib.

Sidewall Panel Pre-drilling

SAFETY PRECAUTION

Secure stacked panels to prevent danger from panels blowing in high winds.

Wear OSHA Approved eyewear for drilling.

Properly Ground all tools.

Do Not Use Electrical Equipment while standing on wet surfaces.

Important!

Sweep up all drill shavings from panels to avoid surface rust and damage to panel finish.



1. Layout all sidewall and endwall panels for pre-drilling in stacks of 10 minimum near installation

area. (See Fig. 19)

2. Wipe panels with approved cleaner before installation. Remove all foreign debris and residue

from oil applied during manufacturing process.

3. Verify pre-drilling of correct panels. (See Fig. 20)

a. Measure panel length at “A” to “B” dimension with measuring tape.

b. Compare to measurement of “C” to “D” dimension from bottom of foundation notch to

top of eave strut.

c. “A” to “B” should be approximately 1 inch shorter than “C” to “D”.


4. Pre-drill sidewall lap screw clearance holes. (See Fig. 21)

a. Positively identify different lap screw centers for sidewall panels and roof panels.

b. Place material between jaws of vice grip camps to protect finished surfaces.

c. Perfectly align stack of 10 panels and secure with vice grip camps for drilling.

d. Measure and mark the first hole location 1 7/8 inch from bottom of panel lap rib.

e. Distribute remaining clearance holes on 30 inch centers or as specified by construction

drawings.

f. Last hole should be 1 inch from top of panel.

g. Carefully drill with ¼ inch bit through panel stacks at marked locations.

[Fig. 21]

TIP

Base-angle, Girt Screw, and Eave Screw Detail: For a more professional appearance, evenly align and

distribute panel screws.

5. Pre-drill sidewall base-angle pilot holes. (See Fig. 22)

a. Measure and mark the first hole 2 inches from the bottom edge of the panel in the

center of the “flat” next to the high ribs.

b. Distribute the remaining pilot holes on 6 inch center or as specified by construction

drawings.

c. Carefully drill with 1/8 inch bit through stacked panels at marked locations.

[Fig. 22]

6. Pre-drill sidewall girt screw pilot holes. (See Fig. 23)

a. Measure from the bottom of the foundation notch to the center of the girt line(s).

b. Mark the first hole(s) next to the lap rib in the center of the “flat”.

c. Distribute remaining pilot holes on 12 inch centers or as specified in construction

drawings.



d. Carefully drill with 1/8 inch bit through stacked panel at marked locations.

[Fig. 23]

7. Pre-drill sidewall eave strut pilot holes. (See Fig. 24)

a. Measure and mark the first hole 2 inches from the top edge of the panel in the center of

the “flat” next to the high ribs.

b. Distribute remaining pilot holes on 6 inch centers or as specified by construction

drawings.

c. Carefully drill with 1/8 inch bit through stacked panels at marked locations.

[Fig. 24]

Install Sidewall Insulation (Optional)

Installing insulation is optional. If you are not installing insulation in your building, skip to the next

section: Install First Sidewall Panel.

ATTENTION!

This procedure pertains to the following insulation types:

Reinforced Vinyl Backed Roll Insulation: The most common type of insulation used in pre-

engineered steel buildings. One side has a dense fiberglass mat which seats against the wall

panel leaving the vinyl vapor barrier exposed.

Foil Backed Roll Insulation: Also used in pre-engineered steel buildings. One side has a craft

paper backing which seats against the wall panels with the foil heat barrier exposed.

SAFETY PRECAUTION

Observe all safety procedures when handling fiberglass insulation. Wear an

approved dust mask, appropriate gloves, and long sleeves to minimize contact with

fibers.

Insulation has no load bearing strength; do not lean or prop materials against it.

Important!

Do NOT allow insulation to wick moisture from the floor.

Insulation must be compressed between the girt and the wall panel. Very thick or

dense insulation will not compress adequately, resulting in bulges in certain types

of wall panels.

Properly installed insulation should be visible 1 foot past the high lap rib after



1. Measure area(s) to be insulated. (See Fig. 25)(See also Fig. 31 and 32 in next section)

a. Measure from bottom of base-angle to top of eave strut.

b. Roll Out “Sidewall Insulation Roll”

c. Cut insulation to length per manufacturer instruction sheet. Important! Length of

insulation must be 4 to 6 inches longer than the area to be covered.

[Fig. 25]

2. Install first row of insulation. (See Fig. 26)

a. Place 7 foot strips of double sided tape along the eave strut, base-angle, and around any

framed openings.

b. Attach the row of insulation to the eave strut and base-angle.

c. Trim the insulation for wall panel installation. (See Fig. 27)

d. Without cutting through the vinyl backing, trim the insulation even with the bottom of

the base-angle and the top of the eave strut using a utility knife.

e. Cut off the vinyl backing 2 to 4 inches past the insulation, leaving a flap to fold back to

protect the insulation from weather.


3. Trim insulation for a framed opening. (See Fig. 28)

a. Without cutting through the vinyl back, remove the insulation from the area of the

framed opening using a utility knife.

b. Fold flaps back as needed to protect the insulation from weather.

[Fig. 28]

Proper Screw Installation (See Fig. 29)

Important!



Only use screws with sealing washers.

Ensure proper sealing by installing all screws perpendicular to the panel surface at the appropriate

tension.

Panel-to-Panel/Panel-to-Trim: Use #12 x 7/8 inch S.D.S. self-tapping screws with sealing washers to

secure panel-to-panel/panel-to-trim locations and prevent leaking.

Panel-to-Structure: Use #12 x 1 ¼ inch S.D.S. self-tapping screws with sealing washers to secure panel-

to-structure locations and prevent leaking.

The rubber seal may spin out from under the screw. Replace as needed.

[Fig. 29]



Panel Installation

Install First Sidewall Panel

Important!

Sidewall panel alignment is critical for trouble-free corner trim installation.

Sealant tape is not used on sidewall panel installations.

1. Starting at a sidewall corner lay the panel in place and hold ¼ inch above foundation to confirm

proper length. Top of panel must not extend above eave strut.

2. Align the center of the first panel high rib to the edge of the frame and ¼ inch above the

foundation.

3. Plumb the panel.

4. Secure the sidewall panel using #12 x 1 ¼ inch self-tapping screws with sealing washers. (See Fig.

30)

a. Pre-drilled pilot holes shall align the #12 x 1 ¼ inch self-tapping screws in the center of

the girts on 12 inch centers.

b. Pre-drilled pilot holes shall align the #12 x 1 ¼ inch self-tapping screws in the center of

the base-angle and eave strut on 6 inch centers.

[Fig. 30]

Warranty Advisory

The notch area indicates 1 ½ inch x 1 ½ inch recess for metal wall panels. The wall panels should

not touch the bottom of the notch. Raise panel ¼ inch from foundation. The top of the panel

should not extend above the eave strut. If any wall panel is installed touching the foundation, the

panel warranty will be void due to “wicking.” Wicking is the effect of the panel soaking in

moisture from the foundation. This promotes possible material corrosion and/or failure.

Warning!

Do NOT use lap screws for securing wall panels to the girts!



Install Remaining Sidewall Panels

1. If insulating, roll out sidewall insulation roll and cut insulation to length per manufacturer

instructions. (See Previous Section: Install Sidewall Insulation) (See Fig. 31 and 32)


2. Install remaining sidewall panels. Top of panel must not extend above eave strut.

a. Lap out rib over the preceding panel.

b. Hold minimum ¼ inch above foundation.

c. Plumb and secure the panel.(See Fig. 33)

3. Pre-drilled pilot holes shall align the #12 x 1 ¼ inch self-tapping screws in the center of the girts

on 12 inch centers.

4. Pre-drilled pilot holes shall align the #12 x 1 ¼ inch self-tapping screws in center of the base-

angle and eave strut on 6 inch centers.

5. Stitch lapping ribs together on 30 inch centers using #12 x 7/8 inch self-tapping screws with

sealing washers.

6. Repeat steps 2-5 until sidewall is complete.

TIP

To match panel coverage to building width, backlap the panels 1 or 2 feet with the last panel installed on

the sidewall. (For an endwall, backlap near the center. This is typically marked on the construction

drawings.)

7. Trim out framed openings as needed. (See Fig. 34)

8. Remove all wooden girt supports.


Pre-Drill Endwall Panels

SAFETY PRECAUTION

Wear OSHA Approved Eyewear for Drilling.

Properly Ground All Electrical Tools.

Do Not Use Electrical Equipment While Standing on Wet Surfaces.



TIP

Lap Screw Detail: For a more professional appearance, evenly align and distribute panel screws. Drill ¼

inch lap screw clearance holes down the center of the high lap rib on 30 inch centers or per construction

drawings. Drill the first hole 1 7/8 inches from the bottom edge then distribute as needed. Place the top

lap screw clearance holes in the center of the panel’s high lap rib.

1. Wipe panels with approved cleaner before installation. Remove all foreign debris and residue

from oil applied during manufacturing process.

2. Verify correct panels are being pre-drilled.

a. Measure area(s) where panels are to be installed. (See Fig. 35)

b. Place each length of endwall panel into its own stack.

3. Predrill each stack of endwall panels.(See Fig. 36)

a. Perfectly align all edges.

b. Secure a stack with vice-grip clamps.

c. Measure and mark first hole location 1 7/8 inches from bottom of the panel lap rib.

d. Distribute remaining clearance holes on 30 inch centers or as specified by construction

drawings.

e. Drill with ¼ inch bit through panel stacks at marked locations.


TIP

Base-Angle/Header Detail: For a more professional appearance, evenly align and distribute panel

screws. Drill 1/8 inch base-angle/header screw pilot holes on 6 inch centers or as specified in the

construction drawings. Place pilot holes in center of the panel “flats.”

4. Pre-drill endwall base-angle/header pilot holes (See Fig. 37)

a. Measure and mark the first hole 2 inches from the bottom edge of the panel in the

center of the “flat” adjacent to the high ribs.

b. Distribute the remaining pilot holes on a 6 inch center or as specified in the construction

drawings.

c. Drill with 1/8 inch bit through panel stacks at marked locations.

[Fig. 37]

Warning!

Reverse rolled panels require different screw patterns.

Refer to construction drawings for screw placement.



TIP

Girt Screw Detail: For a more professional appearance, evenly align and distribute panel screws. Drill the

1/8 inch girt screw pilot holes on 12 inch centers or as specified by the construction drawings. Place the

girt screw pilot holes in the center of the panel “flats.”

5. Pre-drill the endwall girt screw pilot holes.

a. Measure and mark the first hole(s) next to the lap rib in the center of the “flat”. (See Fig.

38)

b. Distribute remaining pilot holes on 12 inch centers or as specified by the construction

drawings.

c. Drill with 1/8 inch bit through panel stacks at marked locations.

6. Do NOT pre-drill holes for the rake-angle. The rake-angle screw placement will be determined

after panel installation.

[Fig. 38]

Install Endwall Insulation (Optional) Installing insulation is optional. If you are not installing insulation in your building, skip to the next

section: Install First Endwall Panel.

ATTENTION!

This procedure pertains to the following insulation types:

Reinforced Vinyl Backed Roll Insulation: The most common type of insulation used in pre-

engineered steel buildings. One side has a dense fiberglass mat which seats against the wall

panel leaving the vinyl vapor barrier exposed.

Foil Backed Roll Insulation: Also used in pre-engineered steel buildings. One side has a craft

paper backing which seats against the wall panels with the foil heat barrier exposed.

SAFETY PRECAUTION

Observe all safety procedures when handling fiberglass insulation. Wear an

approved dust mask, appropriate gloves, and long sleeves to minimize contact with

fibers.


Important!

Do NOT allow insulation to wick moisture from the floor.

Insulation must be compressed between the girt and the wall panel. Very thick or

dense insulation will not compress adequately, resulting in bulges in certain types

of wall panels.

Properly installed insulation should be visible 1 foot past the high lap rib after

panel installation.



1. Measure area(s) to be insulated. (See Fig. 39)

a. Measure from bottom of base-angle to top of the rake-angle.

b. Roll Out “Endwall Insulation Roll”

c. Cut insulation to length per manufacturer instruction sheet. Important! Length of

insulation must be 4 to 6 inches longer than the area to be covered.

[Fig. 39]

2. Install first row of insulation. (See Fig. 40)

a. Place 6 foot strips of double sided tape along the rake-angle and base-angle.

b. Attach the insulation to the rake-angle and base-angle.

c. Trim the insulation for wall panel installation. (See Fig. 41)

d. Without cutting through the vinyl backing, trim the insulation even with the bottom of

the base-angle and the top of the rake-angle using a utility knife.

e. Cut off the vinyl backing 2 to 4 inches past the insulation aligned with the rake-angle

leaving a flap to fold back to protect the insulation from weather.


Install First Endwall Panel

Important!

Sealant tape is not used on endwall panel installations.

Notice: The endwall panels shall be secured to the rake angle after all base-angle and girt screws are

installed.

ATTENTION!

If a panel appears too long or too short, verify that the correct panel is being installed.

Trimming is required for endwall panels installed in buildings with a roof pitch of 2:12 or greater.

1. Starting at an endwall corner lay the panel in place and hold ¼ inch above foundation to confirm

proper length. The top of the panel must not extend over the rake-angle.

2. Plumb the panel.

3. Align the center of the first panel high rib to the edge of the framing. (See Fig. 42)



a. The pre-drilled pilot holes shall align the #12 x 1 ¼ inch self-tapping screws in the center

of the girts on 12 inch centers.

b. The pre-drilled pilot holes shall align the #12 x 1 ¼ inch self-tapping screws in the center

of the base-angle on 6 inch centers.

4. Secure the top of the endwall panels to the rake-angle by installing the screws on 6 inch centers,

in the center of the “flat” adjacent to the high ribs. (See Fig. 43)

5. For a more professional appearance. Place the screws as close to the top edge of the endwall

panel as possible after installing the rake-angle to hide the screws in the rake-angle.


Install Remaining Endwall Panels

1. If insulating, roll out insulation and cut to length per manufacturer instructions. (See Previous

Section: Install Endwall Insulation) (See Fig. 44)


2. Install remaining endwall panels.

a. Lap out rib over preceding panel. The top of the panel must not extend over the rake-

angle.

b. Hold minimum ¼ inch above foundation.

c. Plumb and secure the panel. (See Fig. 45)

3. Pre-drilled pilot holes shall align the #12 x 1 ¼ inch self-tapping screws in the center of the girts

on 12 inch centers.

4. Pre-drilled pilot holes shall align the #12 x 1 ¼ inch self-tapping screws in the center of the base-

angle on 6 inch centers.

5. Stitch lapping ribs together on 30 inch centers using #12 x 7/8 inch self-tapping screws with

sealing washers.

6. Secure the top of the endwall panels to the rake-angle in the center of the “flat” adjacent to the

high rib. Place screws on 6 inch centers.

7. Repeat steps 2-6 until endwall is complete.

8. Repeat steps 1-7 to complete the other endwall.

TIP

To match endwall coverage, backlap panels by 1 or 2 feet starting at the center. Consult the construction

drawings for details.



Corner Trim Installation

1. Verify corner trim length by fitting it about 1 inch from the top of the eave strut.

2. Attach the corner to the sidewall and endwall panels using #12 x 7/8 inch self-tapping screws

placed on 30 inch centers.

3. Repeat steps 1 and 2 for remaining corners of the building.

Eave Trim/Gutter Counter Flashing Installation

Installing Eave Trim: For building without gutters. (See Fig. 47)

1. Seat a joint of eave trim against the sidewall panels and align it toe the endwall panel high rib.

2. Attach eave trim with #12 x 7/8 inch self-tapping screws.

a. Place first screw through trim into sidewall panel high rib nearest the endwall.

b. Place remaining screws every 3 feet throughout the length of the trim.

c. The other end of the trim will be secured as the next joint is installed.

3. Seat the next joint of eave trim against the sidewall panels by backlapping 3 inches over the

preceding joint.

4. Repeat steps 2 and 3 until all eave trim is installed.

5. Backlap the last joint 2 to 3 inches and verify alignment with the high rib of the end wall.

6. Cut eave trim as needed for fit.

7. Repeat steps 1-6 on other sidewall.

[Fig. 47]

Installing Gutter Counter Flashing: For building with gutters. (See Fig. 48)

1. Seat a joint of counter flashing against the sidewall panels.

2. Align flashing to the endwall high rib.

3. Attach the counter flashing to the eave strut with #12 x 1 ¼ inch self-tapping screws.

a. Align all screws so they fall under the roof panel high ribs.

b. Place the first screw 2 to 3 inches from the end of the eave strut through the topside of

the flashing into the eave strut.

c. Place the remaining screws every 3 feet throughout the length of the flashing.

4. Seat the next joint of counter flashing against the sidewall panels by backlapping 2 to 3 inches

over the preceding joint.



5. Repeat steps 2 and 3 until all gutter counter flashing is installed.

6. Backlap the last joint 2 to 3 inches and verify it aligns with the high rib of the endwall.

7. Cut flashing as needed for fit.

8. Repeat steps 1-7 on the other sidewall.

[Fig. 48]



INSTALLING ROOF INSULATION, PANELS, and RIDGE CAP

Install Roof Panels

SAFETY PRECAUTIONS

OSHA

Use only OSHA approved scaffolding, work platforms, and walk boards.

Use only OSHA approved tie-offs, netting or rails when working on roof.

Never use a single roof panel as a work platform. (Consult OSHA Safety and Health Regulations

for the Construction Industry.)

ALWAYS use OSHA approved fall restraints such as safety lines, safety nets, or catch platforms.

OTHER PRECAUTIONS

Hardhats should be worn on all job sites.

Wear rubber soled work boots at all times.

Panels may be slick!

Never walk on rib edge of panel, near crease in rib at edge of panel, or closer than 5 feet of the

edge of an unsecured panel.

Never walk on partially attached or unattached roof panels! The roof is not considered a safe

walking platform until secured to purlins and to panels on either side. Never walk on skylights or

translucent panels. Unsecured panels may collapse.

Review all safety practices on all installation duties with installation crews. ICON Building Systems

strongly recommends that installation crews be continuously trained in safe and productive work

practices. Roof structures, insulation and roof panel installation requires proper training, constant

alertness, and adequate machinery, tools, and safety equipment.



TIP

Lap Screw Detail: For a more professional appearance evenly align and distribute roof panel screws and

place the lap screw clearance holes in the center of the panel’s high lap rib. Drill the ¼ inch lap screw

clearance holes down the center of the high lap rib on 20 inch centers or as specified by the construction

drawings. Drill the first hole 3 inches from the bottom edge and distribute remaining screws as needed.

Pre-Drill Roof Panels

1. Wipe panels with clean cloth and approved cleaner before installation. Remove all foreign

debris and residue from oil applied during manufacturing process.

2. Verify correct panels are being pre-drilled.(See Fig. 49)

a. Measure panels and compare to areas to be covered.

b. Measure panel length: A to B dimension.

c. Measure from bottom of foundation notch to tope of eave strut: C to D dimension.

d. For roofs using a single sheet run, A to B should be 9 inches longer than C to D

dimension.

[Fig. 49]

3. Pre-drill lap screw clearance holes. (See Fig. 50)

a. Place roof panels on the ground in stacks of 10 for pre-drilling.

b. Do NOT pre-drill holes for eave struts, purlins, or peak purlins. This could result in

misalignment.

c. Secure the alignment of the panels with vice-grip clamps.

d. Measure and mark the first hole location 2 inches from the bottom of the panel lap rib.

e. Distribute the remaining clearance holes on 20 inch centers or as specified by the

construction drawings.

Warning!

Reverse rolled panels require different screw patterns.

Refer to construction drawings for screw placement.

SAFETY PRECAUTION

Wear OSHA Approved Eyewear for Drilling.

Properly Ground All Electrical Tools.

Do Not Use Electrical Equipment While Standing on Wet Surfaces.



[Fig. 50]

Install Roof Insulation (optional)

If you do not intend to insulate your building, go to next section Install First Roof Panel.

1. Precut insulation to match the width of the roof eave to eave plus an additional 2 feet for

handling and sealing. (See Fig. 51)

2. Install the first row of insulation. (See Fig. 52)

a. Place 7 foot long strips of double sided tape along the top sides of the eaves’ trim.

b. Place insulation on roof running from eave to eave.

c. Stretch insulation until tight and smooth.

3. Trim insulation for roof panel installation. (See Fig. 53)

a. Without cutting through the vinyl backing, trim the insulation even with the eave trim

with a utility knife.

b. Cut the vinyl backing off about 1 foot past the insulation, leaving a flap to fold back

protecting the insulation’s edge from weather.

[Fig. 51, Fig. 52, and Fig. 53]

Install First Roof Panel

Important!

Install roof panels onto insulation as soon as insulation is installed. Do not leave

insulation installed and uncovered. Do NOT allow the insulation to become wet.

SAFETY PRECAUTION

Observe all safety procedures when handling fiberglass insulation. Wear an approved

dust mask, appropriate gloves, and long sleeves to minimize contact with fibers.

Do not walk on insulation.


SAFETY PRECAUTION

Never step on an unsecured roof panel.

With multiple roof panel runs do NOT install vice-grip clamps or fasteners on

purlins where panels overlap.

Completely secure one panel at a time before clamping the next panel into place!



[Fig. 54]

Notice: Use this procedure to install sky-lights as well.

1. Wipe panels with clean cloth and approved cleaner before installation. Remove all foreign

debris and residue from oil applied during manufacturing process.

2. Set first roof panel in place.

3. Align centerline of first rib with edge of the endwall roofline. (See Fig. 55)

4. Allow roof panel to overhang the eave by 2 to 3 inches. (See Fig. 56)

5. Secure both ends of the roof panel to the peak purlin and eave strut with vice-grip clamps.

6. Place first inside closure strip on top of eave trim as specified by manufacturer. Trim just outside

insulation’s edge if needed.

7. Splice a full inside closure to the first inside closure and apply along the top of the eave as

specified by manufacturer.


8. Secure the first roof panel(s) to the eave strut, purlins, and peak purlin. (See Fig. 57)

a. Using a chalk line, align the screw holes to the center of the eave trim.

Important!

Install roof panel rows on both sides simultaneously.

Check the Construction Drawings to determine roof overhang at the eave.

Important!

If the roof is subject to ice and snow build-up caulk the splice in the closure strip for

weather-tightness.



b. Use #12 x 1 ¼ inch self-tapping screws to secure the roof panel to the eave trim on a 6

inch center at the upper part of the inside closure.

c. Using a chalk line, align the screw holes to the center of the purlin.

d. Use #12 x 1 ¼ inch self-tapping screws to secure to roof panel to the purlins on 12 inch

centers.

e. Do NOT allow screws to be covered by an overlapping panel.

[Fig. 57]

9. For buildings with multi-run roof panels: (See Fig. 58)

a. Use sealant tape as shown to prevent water seepage. With release paper in place press

firmly along length of the sealant for proper adhesion. Sealant MUST be continuous with

NO BREAKS.

b. Remove the release paper and set the overlapping panel in place. Caution: do NOT pull

sealant tape away from panel while removing the protective paper from the sealant

tape.

c. Overlap the panel a minimum of 3 inches or as specified in Construction Drawings.

d. Use #12 x 1 ¼ inch self-tapping screws on 6 inch centers to secure the lap ends to the

purlins.

e. The screws MUST be installed ABOVE the sealant tape line.

10. Temporarily secure the top of the roof panel to the peak purlin by placing 2 screws in the flats

about 10 inches from both edges of the panel. Remove the screws before installing the ridge

cap.

[Fig. 58]

Install Remaining Roof Panels and Insulation

Notice: See also Section Installing Skylight Panel Cluster. Use this procedure for installing skylights.

Skylight panel must lap over panels to the left, right, and below. (See Fig. 54)

SAFETY PRECAUTION

FALL HAZARD! Do NOT Walk Between the Peak Purlin and Neighboring Purlins Until the

Top of the Panel Has Been Secured!

For walking purposes, temporarily secure the top of the panel . See Step 10 below.



1. Pre-cut insulation to the width of the roof, eave-to-eave with an additional 2 feet for handling

and sealing.

2. Install a row of insulation. (See Fig. 59)

a. Place 7 foot long strips of double sided tape along the top sides of the eaves’ trim.

b. Place insulation on the roof running from eave to eave.

c. Stretch the insulation tight and smooth.

[Fig. 59]

3. Trim insulation for roof panel installation. (See Fig. 60)

a. Without cutting through the vinyl backing trim the insulation even with the eave trim

using a utility knife.

b. Cut the vinyl backing off 1 foot past the insulation, leaving a flap to fold back protecting

the insulation’s edge from weather.

[Fig. 60]

4. Apply sealant tape to installed roof panel sidelap for the next panel installation. (See Fig. 61)

a. Wipe panels with clean cloth and approved cleaner before installation. Remove all

foreign debris and residue from oil applied during manufacturing process.

b. Apply the sidelap sealant tape to the weather side edge of the lower panel’s high lap rib

(as shown).

c. With release paper in place press firmly along the length of the sealant for proper

adhesion.

d. Sealant MUST be continuous with NO BREAKS.

e. Caution: do NOT pull sealant tape away from panel while removing the protective paper

from the sealant tape.

Important!

Insulation must be compressed between the purlins, eave struts, and roof panel. Very

thick or dense insulation will not compress adequately resulting in bulging panels.

Insulation side laps must be sealed to minimize temperature loss and help prevent

condensation.

Important!

Sealant tape should always be positioned to the outer edge of the panel rib to

prevent water seepage. Stitch screws can cause breaks in the seal if they puncture

the sealant.

If the roof is subject to ice and snow build-up caulk the splice in the closure strip

for weather-tightness.



[Fig. 61]

5. Install next roof panel. (See Fig. 62)

a. Wipe panels with clean cloth and approved cleaner before installation. Remove all

foreign debris and residue from oil applied during manufacturing process.

b. Align panel and lay in place, sealing with sealant tape.

c. Secure both ends of roof panel to the peak purlin and eave strut with vice-grip clamps or

other appropriate fastener.

d. Stitch the lapping ribs together on 20 inch centers set by pre-drilled clearance holes

using #12 x 7/8 inch self-tapping screws with sealing washers.

e. Just outside the insulation’s edge, splice an inside closure to the preceding inside

closure and apply along the top of the eave trim as specified by the manufacturer.

[Fig. 62]

6. Secure the roof panel to the eave strut, purlins, and peak purlin. (See Fig. 63)

a. Using a chalk line, align the screw holes to the center of the eave trim.

b. Use #12 x 1 ¼ inch self-tapping screws to secure the roof panel to the eave trim on 6

inch centers on the upper side of the inside closure.

c. Using a chalk line, align the screw holes to the center of the purlin.

d. Use #12 x 1 ¼ inch self-tapping screws to secure the roof panel to the purlins on 12 inch

centers.

7. Do NOT allow screws to be covered by an overlapping panel.

[Fig. 63]

8. For buildings with overlapping panels: (See Fig. 64)

a. Verify the top row of roof panels overlaps the bottom row of roof panels.

b. Use sealant tape as shown to prevent water seepage between panels. With release

paper in place press firmly along length of the sealant for proper adhesion. Sealant

MUST be continuous with NO BREAKS.

c. Remove the release paper and set the overlapping panel in place. Caution: do NOT pull

sealant tape away from panel while removing the protective paper from the sealant

tape.



d. Overlap the panel with a minimum of 3 inches or as specified by the Construction

Drawings.

e. Secure the lap ends to the purlins using #12 x 1 ¼ inch self-tapping screws on 6 inch

centers. The screws MUST be installed above the sealant tape line.

9. Temporarily secure the top of the roof panel to the peak purlin by placing 2 screws in the flats

about 10 inches from both edges of the panel. Remove the screws before installing the ridge

cap.

10. Repeat Steps 1 through 9 until the roof is complete.

11. Field cut the last roof panel to the width required to finish covering the roof. Always install the

cut edge of the panel toward the outside edge of the roof, not toward the lap edge.

[Fig. 64]

Important!

Sweep up all drill shavings from panels to avoid surface rust and damage to

panel finish.

Do NOT backlap the last roof panel to complete roof coverage. This practice

can trap moisture leading to rust and metal failure.



Install Ridge Cap

1. Install the first ridge caps. (see Fig. 65)

2. Secure a ridge cap at each end of the roof to align the caps.

a. Apply sealant tape to prevent water seepage under the ridge cap.

b. With release paper in place press firmly along the length of the sealant for proper

adhesion.

c. Sealant MUST be continuous with NO BREAKS.

d. Verify both edges of the ridge caps extend over the peak purlins.

e. Overlap the panel a minimum of 3 inches or as specified by the Construction Drawings.

f. Remove the release paper and set the overlapping panel in place.

g. Secure the lap ends to the purlins using #12 x 1 ¼ inch self-tapping screws on 6 inch

centers. The screws must be installed above the sealant tape line.

[Fig. 65]

3. Using a chalk line, pop a line as needed for proper ridge cap alignment. (See fig. 66)

4. Use sealant tape as shown to prevent water seepage along both sides of the roof just below the

screw line and along the outer edge of the lap rib. With release paper in place press firmly along

length of the sealant for proper adhesion. Sealant MUST be continuous with NO BREAKS. (See

fig. 67)

5. Remove the 2 temporary screws securing the panels to the peak purlin just prior to setting the

ridge cap into place.

6. Align the ridge cap to the chalk line.

7. Peel and tear away the release paper as the ridge cap is installed.

8. Secure the ridge cap to the peak purlins using #12 x 1 ¼ inch self-tapping screws on a 6 inch

center in the flats. Do not allow screws to be covered by an overlapping ridge cap. The screws

must be installed above the sealant tape line.

9. Repeat steps 1 through 8 until all ridge caps are installed.

10. Seal and overlap the last ridge cap as needed.

SAFETY PRECAUTION

FALL HAZARD! Do Not Walk Between the Peak Purlin and Neighboring

Purlin Until the Top of the Panel Has Been Secured!

Important!

Sweep up all drill shavings to avoid surface rust and damage to panel finish.

Do NOT allow stitch screws to penetrate the sealant and create breaks.



INSTALLING GUTTERS, DOWNSPOUTS, RAKE TRIM, AND PEAK

BOXES

Gutters and downspouts are optional. If your building does not have gutters and downspouts, proceed

to Rake Trim.

Install Gutters 1. End cap assembly. (See Fig. 68)

a. Insert an end cap 1 inch inside the first gutter joint.

b. Secure end cap inside the gutter joint using pop rivets.

c. Seal end cap with approved caulk if needed.

2. Place downspout. Downspouts are typically placed near the frame lines.

a. Measure and mark the bottom side of gutter joint for downspout placement. (See Fig.

69)

b. Make a pilot hole with a drill and use tin snips to cut a hole in the gutter to install

downspout.

c. Trim, square, and fold tabs for downspout supports. (See Fig. 70)

3. Seat gutter.

a. Place gutter joint against sidewall panels.

b. Align gutter joint to endwall panel high rib.

4. Attach gutter to underside of roof panels.

a. Place #12 x 7/8 inch self-tapping screws through roof panel flats into top of gutter.

b. Place screws every 3 feet throughout length of gutter.

c. Other end of gutter will be secured as next joint is installed. (see Fig. 71)



5. Seat gutter support straps.

a. Apply strip of sealant tape to bottom side of gutter support strap.

b. Seat gutter strap on high lap ribs and under edge of gutter.

c. Attach gutter support strap to roof panel’s high lap ribs using #12 x 7/8 inch screws every

3 feet under the edge of gutter. (See Fig. 72)

6. Install remaining gutter(s). (See Fig. 73)

SAFETY PRECAUTION

Use OSHA approved eyewear when operating a drill.



a. Overlap gutter joint about 2 inches.

b. Secure gutter laps as needed using pop rivets.

c. Seal gutter laps with approved caulk as needed.

7. Install last gutter joint.

a. Gutter must be flush with endwall high rib while overlapping preceding gutter by 2

inches.

b. Measure and sub last gutter joint to length.

c. Insert end cap 1 inch inside last gutter joint.

d. Secure end cap with pop rivets.

e. Seal end cap with caulk.


Install Downspouts 1. Align one downspout support strap with gutter downspout support tabs.

2. Install downspout support strap 18 inches above foundation using #12 x 7/8 inch self-tapping

screws. Repeat as needed.

3. Insert downspout joint into support strap. Downspouts are typically cut to length but may be

trimmed if needed.

4. Install remaining downspout support straps as needed.

5. Secure downspouts to the building. (See Fig. 75)

a. Secure top of downspout to support tabs on gutter using pop rivets.

b. Secure bottom of downspout to support straps using #12 x 7/8 inch self-tapping screws.


6. Install downspout kickout. (Fig. 76)

a. Slide kickout over downspout and adjust height as needed.

b. Secure kickout to downspout using #12 x 7/8 inch self-tapping screws.

[Fig. 76]

Install Rake Trim



Rake Trim is available in several styles. A basic profile is depicted for instructional purposes. Rake trim

positioning on roof panels may vary from images depicted in this manual. Apply these steps as

needed.

1. Install corner dressing, end cap (used with eave trim) or corner box (used with gutter).

a. Secure end cap (used with eave trim) to rake trim using pop rivets. (See Fig. 77)

b. Secure corner box (used with gutter) to rake trim using pop rivets. (See Fig. 78)


2. Leaving release paper in place, apply sealant tape to outer roof-side lip of rake trim. Sealant

MUST be continuous with NO BREAKS. Release paper will be removed after rake trim is attached

to the sidewall. (See Fig. 79)

[Fig. 79]

3. Align a rake trim joint with gutter or eave trim.

4. Insert rake trim against the endwall panels. (See Fig. 80)

[Fig. 80]

5. Peel release paper from sealant tape.

6. Align and apply rake trim along sealant on roof. Depending on rake trim style, taped edge may

fall in flat or on rib. Either is acceptable.

7. Firmly press rake trim along upper edge to seal to roof.

8. Secure rake trim to roof panels using #12 x 7/8 inch self-tapping screws.

a. If building requires two rake trim joints to complete each run, do NOT place a screw at

the high end of the first joint. It will be secured as the next joint is installed.

b. Place first screw 2 inches from bottom.

c. Distribute every 12 inches along length of rake trim. (See Fig. 81)

[Fig. 81]

9. Place outside closures under rake trim, where needed, as specified by manufacturer.

a. As enclosures as installed secure rake trim to sidewall panels using #12 x 7/8 inch self-

tapping screws.

b. Place screws on high ribs. (See Fig. 82).



c. Trim excess if needed.

10. Repeat steps 1 through 9 to install remaining rake trim.

[Fig. 82]

Install Peak Box 1. Apply sealant tape to prevent water seepage between peak box and roof. (See Fig. 83)

a. With release tape in place, firmly press sealant tape for proper adhesion. Sealant MUST

be continuous with NO BREAKS.

b. Verify the peak box extends over the rake trim.

c. Remove release paper.

d. Set peak box in place.

2. Secure peak box using eight #12 x 1 ¼ inch self-tapping screws.

3. Caulk peak box as needed.

[Fig. 83]

Important!

Sweep up all drill shavings to avoid surface rust and damage to panel finish.

Do NOT allow stitch screws to penetrate the sealant and create breaks.



INSTALLING SKYLIGHT PANEL CLUSTER

Modifying Insulation for Skylight Panel Cluster

1. Refer to basic insulation installation instructions in previous sections Install Roof Insulation and

Install Sidewall Insulation step 3, Trimming Insulation for Framed Openings. (See Fig. 84, 85, &

86)

2. Trim insulation for skylight panel cluster.

a. Without cutting through the vinyl backing, trim the insulation even with the surrounding

unsecured roof panels with a utility knife.

b. Cut an X in the vinyl from corner to corner.

c. Fold flaps back as needed to protect insulation from weather.

[Fig. 84]

Important!

Skylight panel must overlap panels to the left, right, and below.

Sealant tape must always be positioned to the outer edge of the panel rib to prevent

water seepage under the panel lap.

Do NOT puncture sealant tape with screws of any type.

For proper installation and sealing, pay close attention to panel arrangement

sequence.

Insulation must be compressed between the purlins, eave struts, and roof panel. Very

thick or dense insulation will not compress adequately creating bulges in certain types

of roof panels.

Check the Construction Drawings to determine roof overhang at the eave.

SAFETY PRECAUTION

Continuously warn crews not to walk on unsecured roof panels.

Use OSHA approved tie-offs, netting, or rails when working on roof. Insulation

has no weight bearing strength. Walk only on approved scaffolds or walk

boards.

Do NOT install vice-grip clamps or fasteners on purlins where panels overlap on

multiple roof panel runs. Completely secure one panel at a time before clamping

the next panel into place.



[Fig. 85]

Installing Skylight Panel Cluster 1. Wipe mating sidelap surfaces and skylight panels free of foreign debris and oily residue from the

manufacturing process with clean cloth and approved cleaner.

2. Apply sealant tape to the installed roof panel sidelap for the next panel installation. (See Fig. 86)

a. Apply sidelap sealant tape to the weather side edge of the lower panel’s high lap rib.

Leave release paper in place.

b. Press firmly along the length of the sealant for proper adhesion. Sealant MUST be

continuous with NO BREAKS.

c. Remove protective paper from sealant tape. Do not pull the sealant tape away from the

panel during this process.

[Fig. 86]

3. Install skylight panel cluster. (See Fig. 87)

a. Fold vinyl insulation backing tightly under panel.

b. Align and lay panel in place.

c. Seal panel to sealing tape.

d. Secure both ends of the roof panel to the peak purlin and eave strut using vice-grip

clamps or other appropriate fasteners.

e. Stitch the lapping ribs together using #12 x 7/8 inch self-tapping screws with sealing

washers on 20 inch centers set by pre-drilled clearance holes.

f. Splice an inside closure to the preceding inside closure and apply along the top of the

eave trim (per manufacturer’s instructions) just outside edge of insulation.

4. Secure the roof panels to the eave strut, purlins, and peak purlin. See also section Install

Remaining Roof Panels and Insulation.

5. Install remaining skylight panel cluster. (See Fig. 54)

a. Apply sealant tape for overlapping panels as needed.

b. Continue sheeting.

[Fig. 87]

Important!

If the roof is subject to ice and snow build-up caulk the splice in the closure strip for

weather-tightness.