RDX4 ACM DRY JOINT RAINSCREEN SYSTEM - … · RDX4 ACM DRY JOINT RAINSCREEN SYSTEM TECHNICAL MANUAL...
Transcript of RDX4 ACM DRY JOINT RAINSCREEN SYSTEM - … · RDX4 ACM DRY JOINT RAINSCREEN SYSTEM TECHNICAL MANUAL...
RDX4 ACM DRY JOINT RAINSCREEN SYSTEMTECHNICAL MANUAL
11647 Armetco DriveJustin, Texas 76247(800) 647 – 3778
(800) 618 – 7544 - FAX
www.armetco.comE-Mail: [email protected]
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TABLE OF CONTENTS
ABOUT ARMETCO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4
DESIGN INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4
GENERAL INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
SUGGESTED SPECIFICATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6-9
TESTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
BUILDING ELEVATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10-11
DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12-16
D1 Typical Horizontal Joint . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12
D2 Typical Vertical Joint . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13
D3 Sheet Metal Parapet Coping Cap . . . . . . . . . . . . . . . . . . . . . . . . .13
D4 Composite Panel Parapet Coping Cap . . . . . . . . . . . . . . . . . . . . . .13
D5 Radiused Corner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13
D6 Base . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14
D7 Base . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14
D8 Window Head at Flush Condition . . . . . . . . . . . . . . . . . . . . . . . . .14
D9 Sill Condition and Alternate Jamb Detail . . . . . . . . . . . . . . . . . . . .14
D10 Soffit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15
D11 Jamb at Storefront . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15
D12 Header at Recessed Window . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15
D13 Inside Corner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15
D14 Outside Corner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16
D15 Glazed-in Window . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16
D16 Nose Detail . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16
D17 Parapet Cap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16
D18 Screenwall Base . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17
D19 Stiffener Layouts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17
D20 Square Column . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17
INSTALLATION INSTRUCTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18
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...systems that work from a company you can work with…
OUR COMPANY
Established in 1986, Armetco Systems is a leading fabricator of metal panel cladding systems and custom suncontrol systems.
We offer a variety of systems and materials that will enhance the appearance and performance of your project.
Armetco management brings over 20 years experience in design, fabrication, and installation of architecturalmetal cladding systems to your project team. From sales to engineering to plant management, we understandand appreciate the challenges you and your contractors face.
Every project is shipped complete with detailed shop drawings, installation instructions, detailed panel andmaterial list, approved fabrication tickets, and clearly marked crates and panels.
PRODUCTSAluminum Composite Cladding Systems Metal Plate Cladding Systems Sun Controls
PRODUCT APPLICATIONSWall CladdingSoffit and Fascia CladdingCeilingsCanopiesEntry VestibulesBuilding and Elevator LobbiesColumn CoversBeam CladdingEquipment ScreeningRoof ScreensArchitectural AccentsSun Control and Shading
RDX4 DESIGN INFORMATION
Dry Joint Rainscreen System (no wet sealing of panel joints)Continuous aluminum extrusion attachment system eliminates need for horizontal sub-framingMeets ASTM standards for water infiltration and wind loadingAvailable in 4mm or 6mm ACMThe system depth is 21⁄4˝ or 2 3⁄8˝The panel joint width = 1⁄2˝The maximum panel height is 60˝The minimum panel height is 8˝The maximum panel length is 238˝The minimum panel length is 12˝
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RDX – ACM Dry Joint Rainscreen SystemGENERAL INFORMATION
The information in this manual has been prepared to assist the designerand installer with the proper application of Armetco’s RDX4 ACM DryRainscreen System. Since each project is unique, the information isintended to be used as a guideline and in no way ensures properapplication of ACM Dry Rainscreen System panels.
ALUMINUM COMPOSITE MATERIAL
Aluminum Composite Material (ACM) is the material of choicewhen panel flatness and a high performance finish are a must.Made from two sheets of aluminum bonded to a thermoplastic core,ACM is strong yet lightweight and, with the right product knowledgeand equipment, can be fabricated into panel systems that willaccommodate most of your cladding needs.
Armetco Systems offers a complete line of ACM products, systemsand services. With multiple attachment systems and access to all ofthe major Aluminum Composite Material manufacturers, Armetcohas an ACM solution for all applications.
Armetco’s RDX4 rout and return system is a dry joint, drained backventilated rainscreen ACM wall cladding system utilizing a factoryapplied continuous extruded aluminum perimeter attachment system,an easy to install bridge plate and a channel and weep system formaximum water integrity. No exposed sealant is required.
RDX4 perimeter extrusions are applied to the ACM panel byinserting and mechanically fastening the return panel leg into thecontinuous perimeter extrusion. Structural sealant, corner platesand a hidden fastener insure positive attachment. A “sealantpocket” is designed into the male (RDX4-M) and female (RDX4-F)extrusions to allow for proper curing of factory applied structuralsilicone as recommended by the structural sealant manufacturer.
At panel intersections, where other systems may require exposedsealant or cover plates, our molded bridge plate easily installs overthe top extrusion of the lower panel and under the bottomextrusions of the upper panel, to properly channel and control anyminor leakage that may occur at panel intersections and endconditions.
Additional features include the dovetailed receiver on the femaleextrusion for easier installation of longer panels, and specialextrusions for sill, corner, and end conditions.
The horizontal RDX4-M extrusion eliminates the need for horizontalsubgirts or furring channels and can be fastened through sheathinginto metal studs (at 16” O.C. max). For panel heights less than 30”,the RDX4-M carries the load without support or attachment at thevertical in most cases. A waterproofing membrane such asTyvek construction wrap is required.
Every project is shipped complete with installation drawings,installation instructions, detailed material lists, approved fabricationtickets, and clearly marked crates and panels.
Also available in 6mm (RDX6)
PROPER STORAGE
If panels are not to be used immediately, they should be stored inan area that is out of the way and suitable for storage until readyfor installation. Continual moving of crates and / or panels willcause damage to panels. Panels intended for exterior use can be
stored outside. Store crates on a solid surface. Keep the material offthe ground and Do NOT store crates on surfaces that are subject tomud or in drainage areas where water can reach panels. If cratesare wrapped in plastic, cut several large slits on the sides to allowventilation and reduce condensation. It is the responsibility of thecontractor / panel erector to insure that panels are properly storedat the jobsite.
PROPER UNLOADING & HANDLING
1. Inspect crates immediately for damage. Notify driver of anyvisible damage and record damage on driver’s copy ofshipping bill.
2. Inspect contents of crates within 24 hours of delivery3. Panel crates must be lifted from the bottom skid.4. For hoisting, use proper lifting straps that have been inspected
and are in good condition. DO NOT USE CABLE OR ROPE.5. Place panels in area that they can be stored safely until ready
for installation. Do not move crates and / or panels any morethan absolutely necessary. This will cause damage to panels.
6. Handle panels with multiple faces by lifting and / or supportingpanel’s at all or at least two faces. Failure to do this can causedamage to corner clips and supports and may cause the facesheet to split.
INSTALLATION
1. Install panels per Armetco installation instructions andapproved shop drawings. Refer to page 18 for installationillustrations.
2. If field verification of dimensions is required, record actual fielddimensions on 1 set of shop drawings and return to Armetcoengineering.
3. Review and approve Armetco fabrication drawings as required.4. Check support framing to be sure area to receive panels is
installed straight, plumb and in plane.5. Inspect waterproofing membrane for proper installation and
for rips or tears. If waterproofing membrane is not installedproperly and in good condition, make necessary repairs ornotify contractor immediately. DO NOT PROCEED withpanel installation until waterproofing membrane is inacceptable condition.
6. Install panels true, plumb, level and spaced properly (Seeillustration on page 18).
SECTION OF RDX4 PANEL SYSTEM
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PART 1 GENERAL
1.1 SUMMARYA. Section Includes:
1. Aluminum composite building panels as indicated onthe project drawings and as specified herein.
2. Supplementary subgirts, clips, anchoring devices,fasteners, and accessories.
B. Related Documents: General and SupplementaryConditions of the Contract, Division 1 GeneralRequirements, and Drawings are applicable to thisSection.
1.2 SYSTEM DESCRIPTIONA. System Requirements
1. Rout and Return Dry Seal: Aluminum CompositePanel system utilizing continuous perimeter aluminumextrusion attachment system with pocket to receivereturn legs of aluminum composite material andincluding integral concealed gasket weatherstripping,gutter, and weeps. Panel joints shall be 1⁄2 inch wide.No field sealant at typical panel intersections allowed.
2. Basis of Design: Armetco RDX4 Rout & Return DryJoint Rainscreen System: Provide complete panelsystem as manufactured by ARMETCO SYSTEMS,INC., 11647 Armetco Drive, Justin, TX PH 800-647-3778 or other manufacturers whose materials offerthe same function, performance, and have receivedprior approval by the Architect. Approval shall bebased upon test results indicating compliance with thespecified performance requirements.
B. Design Requirements:1. Fabricator shall provide system design including
anchorage to structural system and modifications thatare necessary to meet specified requirements andmaintain visual design concepts.
2. Drawings and specifications are an outline of criteriaand performance requirements for the System.Requirements specified or indicated by details areintended to establish basic dimensions of module andsight lines and profiles of members. Includemodifications or additions required to meet specifiedrequirements and maintain the visual design concept.
3. Contract Documents do not necessarily indicate ordescribe total work required for completion of Work.Furnish and install all items required for completeinstallation.
4. Dimension and profile adjustments may be made inproposed design in interest of fabrication or erectionmethods or techniques, weatherability factor, orability of design to satisfy design and performancerequirements provided that design intent and intent ofContract Documents are maintained.
5. No visible fasteners, telegraphing or fastening on thepanel faces or any other compromise of a neat andflat appearance is allowed.
6. Dry System: No exposed sealant at typical panel jointsor panel intersections will be allowed.
7. Attachment Considerations: Account for expansionand contraction movements so there is no possibilityof loosening, weakening, or fracturing connections.
1.3 PERFORMANCE REQUIREMENTSA. This is a performance specification; panel systems that
are not in compliance with the required performancestandards listed herein are unacceptable.
B. Provide a composite building panel system, which hasbeen pretested, by an independent testing laboratory toprovide specified resistance to air and water infiltrationand structural deflection, when installed. Systems thatare not pretested and certified by an independentlaboratory prior to bid are unacceptable. The use of apanel manufacturer’s generic tests reports isunacceptable; the tests must be for the specific systemsubmitted by the panel system engineer and fabricator.
C. Structural Performance1. Panels shall be designed to withstand the Design
Wind Load based upon the local building code, but inno case less than 20 lb/ft2 and 30 lb/ft2 on parapetand corner panels. Wind load testing shall beconducted in accordance with ASTM E 330 to obtainthe following results.
2. Normal to the plane of the wall between supports,deflection of the secured perimeter-framingmembers shall not exceed L/175 or 3⁄4” (19mm),whichever is less.
3. Normal to the plane of the wall, the maximum paneldeflection shall not exceed L/60 of the full span.
4. Maximum anchor deflection shall not exceed 1⁄16”(1.6mm).
5. At 1-1⁄2 times design pressure, permanent deflectionsof framing members shall not exceed L/100 of spanlength and components shall not experience failure ofgross permanent distortion. At connection points offraming members to anchors, permanent set shall notexceed 1⁄16” (1.6mm).
D. Static Water Infiltration:a. Design system so that there is no water leakage
under static air pressure with an air pressuredifference equal to 20 percent of the positivedesign wind pressure with a minimum of 6.24 psfand a maximum of 12.0 psf as measured inaccordance with ASTM E 331test.
b. Design system so that there is no water leakageunder dynamic air pressure with an air streamequivalent to a static air pressure equal to 20percent of the positive design wind pressure with aminimum of 6.24 psf and a maximum of 12.0 psf.
c. Water leakage is defined as any uncontrolledwater that appears on any normally exposedinterior surface, that is not contained or drainedback to the exterior, or that can cause damage toadjacent materials or finishes. Water containedwithin drained flashings, gutters, and sills is notconsidered water leakage. The collection of up toone half ounce of water (14.8 cc) in a 15 minutetest period on top of an interior stop or stoolintegral with the wall system shall not beconsidered water leakage.
E. Items Specifically Prohibited:a. Exposed fasteners.b. External flashing at corners.c. Panel joint with exposed silicone.
1.4 SUBMITTALSA. Submit in accordance with Section ___________.B. Submit samples of typical aluminum composite panels,
of type, thickness and finish specified. C. Product Data: Submit panel manufacturer’s product
data, consisting of complete product description andspecification.
D. Shop Drawings: Show fabrication and installation layoutsof Aluminum Composite Panels; details of edge
SPECIFICATIONS
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conditions, joints, panel profiles, corners, anchorages,attachment system, trim, flashings, closures, andaccessories; and special details.
E. Product Test Reports: Indicate compliance of AluminumComposite Panel assemblies and materials withperformance and other requirements based oncomprehensive testing of current products.
1.5 QUALITY ASSURANCEA. Manufacturer Qualifications:
1. Products covered under this Section shall be producedby a single manufacturer unless otherwise specified.
2. Manufacturer shall submit evidence of having not lessthan 10 years successful production of this product.
B. Fabricator Qualifications:1. Panel System Fabricator shall submit evidence of skill
and not less than 5 years specialized experience withthis product.
2. Panel System Fabricator shall be approved by themanufacturer.
C. Installer Qualifications: 1. Engage an experienced installer who has completed
metal wall panel projects similar in material, design,and extent to that indicated for this project and with arecord of successful in-service performance.
2. The panel system installer shall be responsible for acomplete, sealed, and weather tight installation.
D. The panel system fabricator will prepare the shopdrawings in accordance with their standard publishedproduct data and criteria established by others. Thegeneral contractor and subcontractor shall beresponsible to verify the information contained thereinincluding all dimensions. In the interest of maintainingjob schedules, the panel system fabricator will fabricateall of the materials from the approved set of shopdrawings. If field verification of dimensions is requiredthe general contractor/subcontractor shall be responsibleto supply these dimensions to the panel system fabricatorprior to engineering/fabricating of the materials.Discrepancies found during field verification shall becorrected by the general contractor at no cost to thepanel system fabricator.
E. System: Submit engineer’s test reports certifying thatfabricated panel system meets performancerequirements specified.
F. Professional Engineer Qualifications: A professionalengineer who is legally qualified and experienced inproviding engineering services of the kind indicated.
1.6 DELIVERY, STORAGE AND HANDLINGA. Deliver metal wall panels, and other manufactured items
so as not to be damaged or deformed. Package metalwall panels for protection during transportation andhandling.
B. Unload, store, and erect metal wall panels in a mannerto prevent bending, warping, twisting, and surfacedamage in accordance with manufacturer’srecommendations.
C. Store composite wall panels vertically, covered withsuitable weathertight and ventilated covering. Storepanels to ensure dryness, with positive slope for drainageof water. Do not store panels in contact with othermaterials that might cause staining, denting, or othersurface damage. Do not allow storage space to exceed120 deg F.
D. Protect strippable protective covering on metal wall
panels from exposure to sunlight and high humidity,except to extent necessary for period of metal wall panelInstallation.
1.7 WARRANTYA. Refer to and conform to requirements in Section ______.B. Factory Finish: Provide manufacturer’s 10 year warranty
stating finish will be: 1. Free of fading of color change in excess of 5 NBS
units as measured per ASTM D 2244.2. Will not chalk in excess of maximum 8 units change
when measured in accordance with ASTM A 214.
1.8 PROJECT CONDITIONSA. Field Measurements: Verify location of structural
members and openings in substrates by fieldmeasurements before fabrication and indicatemeasurements on Fabrication Approval Drawings.
B. Established Dimensions: Where field measurementscannot be made without delaying the Work, eitherestablish opening dimensions and proceed withfabricating wall panels without field measurements.Coordinate wall construction to ensure actual locations ofstructural members and to ensure opening dimensionscorrespond to established dimensions.
PART 2 PRODUCTS
2.1 MANUFACTURERSA. A specific product or material manufactured by any of the
following listed manufacturers is acceptable only if thespecific product or material can evidence compliancewith requirements of the Contract Documents.1. Reynobond by Alcoa Cladding Systems2. Alucobond by Alcan Composites USA3. Alpolic by Mitsubishi Chemical America Inc.
B. Substitutions: Submit in accordance with Section ______.
2.2 MATERIALSA. Composite Panel:
1. Two sheets of aluminum sandwiching a core ofextruded thermoplastic material formed in continuousprocess with no glues or adhesives between dissimilarmaterials.
2. Products laminated sheet by sheet or in batch processusing glues or adhesives between materials shall notbe acceptable.
3. Aluminum faced panel with thermoplastic core.4. Panel Thickness: 4 mm (0.157 inch) – Composite
Panel.5. Aluminum Face and Backer Sheet: Minimum 0.020
inches thick.6. Aluminum Alloy: AA 30036 with coated finish.
B. Product Performance RequirementsTolerances:1. Panel Bow: Maximum 0.8 percent of panel dimension
in width and length.2. Panel Dimensions: Allowance for field adjustments, as
recommended by manufacturer, where final dimensionscannot be established by field measurement beforecompletion of panel manufacturing.
3. Panel lines, breaks and angles shall be sharp, trueand surfaces free from warp or buckle.
4. Bond Integrity: Per ASTM D 1781, no adhesive failureof bond between core and skin nor cohesive failurewithin core below the following values:
SPECIFICATIONS
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a. Bond Strength: 214 psi, vertical pull.b. Peel Strength:
1) 22.5 in pound/inch as manufactured.2) 22.5 in pound/inch after 8 hours in water at
200 degrees F.3) 22.5 in pound/inch after 21 days soaking in
water at 70 degree F.5. Tolerances:
a. Panel Bow: 0.8 percent maximum of paneldimension in width and length for 72 inch panel.
b. Maximum Deviation from Panel Flatness: 1/8inch in 5 feet on panel in each direction forassembled units, non-cumulative.
6. Fire Performancea. Flame Spread: 0 per ASTM E 84.b. Smoke Developed: 0 per ASTM E84.c. Surface Flaming: None per ASTM E 162.d. No flame spread along interior face or
penetration through wall assembly per UBC 17-5.
2.3 ACCESSORIESA. Extrusions, formed members, sheet, and plate, shall
conform with ASTM B 209 and the recommendations ofthe manufacturer.
B. Composite Panel Stiffener:1. Aluminum extrusion or galvanized channel asindicated on Drawings.2. Maximum Spacing: 1/20 square feet of panel area.3. Panels in excess of 19.99 square feet: Stiffenersrequired.4. Calculate additional stiffeners at high wind loadareas.5. Attach with structural tape or silicone.
C. Sealants and Gaskets: Within panel system, asrecommended by panel manufacturer to meetperformance requirements.
D. Flashing Materials: Fabricate from 0.030 inch minimumthickness aluminum sheet painted to match the adjacentpanel system where exposed. Provide a lap strap underthe flashing at abutted conditions and seal lappedsurfaces with a full bed of non-hardening sealant.
E. Fasteners: Concealed; non-corrosive; as recommendedby panel manufacturer and installer. Do not use exposedfasteners.
2.4 FINISHESA. General: Comply with NAAMM “Metal Finishes Manual”
for recommendations relative to application anddesignations of finishes.
B. High-Performance Organic Finish: AA-C12C42R1x(Chemical Finish: cleaned with inhibited chemicals;Chemical Finish: acid-chromate-fluoride-phosphateconversion coating; Organic Coating: as specifiedbelow). Prepare, pretreat, and apply coating to exposedmetal surfaces to comply with coating and resinmanufacturers’ written instructions. 1. Fluoropolymer Two-Coat System: Manufacturer’s
standard two-coat, thermocured system consisting ofspecially formulated inhibitive primer andfluoropolymer color topcoat containing not less than70 percent polyvinylidene fluoride resin by weight,complying with AAMA 620.
2. Fluoropolymer Three-Coat System: Manufacturer’sstandard three-coat, thermocured system consistingof specially formulated inhibitive primer,fluoropolymer color coat, and clear fluoropolymertopcoat, with both color coat and clear topcoatcontaining not less than 70 percent polyvinylidenefluoride resin by weight, with a minimum total dry filmthickness of 1.5 mil; complying with AAMA 620.
3. Color and Gloss: As selected from manufacturer’sstandard colors.
C. Anodized: Clear Coating: AA-M12C22A41, Architectural Class IColor Coating: AA-M12C22A41, light bronze, mediumbronze and black, Architectural Class I
D. Polyestera. Fluoropolymer and acrylic resin; baked paint
system, factory applied, baked-on polyester oracrylic resin based paint coating system whichmeets performance specification AAMA 2603.
PART 3 EXECUTION
3.1 INSPECTIONA. The customer shall carefully inspect the waterproofing
membrane to insure that it is installed per themanufacturer’s recommendations and that there are noexposed tears, cuts, or holes in the membrane.
B. Surfaces to receive panels shall be even, smooth, sound,clean, dry and free from defects detrimental to work.Notify contractor in writing of conditions detrimental toproper and timely completion of the work. Do notproceed with erection until unsatisfactory conditions havebeen corrected.
C. Surfaces to receive panels shall be structurally sound asdetermined by a registered Architect/Engineer.
3.2 INSTALLATIONA. Erect panel plumb, level, and true.B. Attachment system shall allow for the free and noiseless
vertical and horizontal thermal movement due toexpansion and contraction for a material temperaturerange of -20° F to +180° F (-29° C to +82° C). Bucklingof panels, opening of joints, undue stress on fasteners,failure of sealants or any other detrimental effects due tothermal movement will not be permitted. Fabrication,assembly, and erection procedure shall account for theambient temperature at the time of the respectiveoperation.
C. Panels shall be erected in accordance with an approvedset of shop drawings.
D. Anchor panels securely per engineering recommendationsand in accordance with approved shop drawings to allowfor necessary thermal movement and structural support.
E. Conform to panel fabricator’s instructions for installationof concealed fasteners.
F. Do not install component parts that are observed to bedefective, including warped, bowed, dented, abraised,and broken members.
G. Do not cut, trim, trim weld, or braze component partsduring erection in a manner which would damage thefinish, decrease strength, or result in visual imperfectionor a failure in performance. Return component partswhich require alteration to shop for fabrication, ifpossible, or for replacement with new parts.
SPECIFICATIONS
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H. Separate dissimilar metals and use gasketed fastenerswhere needed to eliminate the possibility of corrosive orelectrolytic action between metals.
3.3 ADJUSTING AND CLEANING A. Remove and replace panels damaged beyond repair as
a direct result of the panel installation. After installation,panel repair and replacement shall become theresponsibility of the General Contractor.
B. Repair panels with minor damage.
C. Remove masking (if used) as soon as possible afterinstallation. Masking intentionally left in place afterpanel installation on an elevation, shall become theresponsibility of the General Contractor.
D. Any additional protection, after installation, shall be theresponsibility of the General Contractor.
END OF SECTION
TEST REPORT SUMMARIES
ASTM E-330 STRUCTURAL LOAD TESTING RESULTS
Test Pressure,psf
Time of Load,Minutes
Test ObservationsRelative to Structural Distress
(+) 6.24 15.00 No distress, remained elastic
(+) 12.48 15.00 No distress, remained elastic
(+) 20.00 1.00 No distress, remained elastic
(+) 30.00 1.00 No distress, remained elastic
(+) 40.00 1.00 No distress, remained elastic
(+) 50.00 1.00 No distress, remained elastic
(+) 60.00 1.00 No distress, remained elastic
(+) 70.00 1.00 No distress, remained elastic
The structural behavior of the curtainwall panels demonstrates a capacity to safely and predictably handle the high levels ofwind-induced stress and meets structural requirements of ASTM E-330.
ASTM E 331- WATER INFILTRATION RESISTANCE TEST RESULTS
Pressure,psf
Test Time,Minutes
Observations from InsideThe Test Chamber
( - ) 6.24 15.00
No observed leaks at vertical jointsNo observed leaks at horizontal jointsNo uncontrolled leaks at junctionsGutters & Weeps were 100% active & functional throughout test!
( - ) 12.48 15.00
No observed leaks at vertical jointsNo observed leaks at horizontal jointsNo uncontrolled leaks at junctionsGutters & Weeps were 100% active & functional throughout test!
Conclusion:The ARMETCO RDX4 Aluminum Composite Rout & Return Dry Seal Curtainwall Panel System successfully passed the
ASTM E-331 Water Infiltration Resistance Tests at both the (-) 6.24 psf and (-) 12.48 psf test pressure levels for a time periodof 15 minutes each with a constant water deposition rate of 5 gallons per hour per square foot of projected wall area.
SPECIFICATIONS/TESTING
D5
SIM.
D12
SIM.
D15
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BUILDING ELEVATION
WALL SECTIONSCREENWALL SECTION
D4
D1
D10
D20
D4
D16D17
D12
D11
D9
D8
D13
D14
D13
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WALL SECTION WALL SECTION
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BRIDGE PLATE
SEAL TAPE
EXT. SHEATHING OVERMETAL STUD FRAMINGSTUDS @ 24" O.C. MAX.
COMPOSITE PANELS4mm ALUMINUM
BARRIERMOISTURE
SILICONE SEALANTFACTORY APPLIED
FROM PANEL CORNER3/8" WEEP HOLE 4"
WIPER GASKETEXTRUDED VINYL
@ 24" O.C. MAX.FASTENER AS SPECIFIED
PANEL EXTRUSIONUNDER ADJACENT
SHIM AS REQUIRED
FACTORY APPLIED
ALUMINUM EXTRUSIONRDX4-F CONTINUOUS
TYPICAL AT VERTICALINTERSECTION
6" BRIDGE PLATE BEYOND
TYPICAL HORIZONTAL JOINTD1TYPICAL HORIZONTAL JOINT
DETAILS
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BATT INSULATION
EXT. SHEATHING OVERMETAL STUD FRAMING
MOISTURE BARRIER
SILICONE SEALANTFACTORY APPLIED
4mm ALUMINUMCOMPOSITE PANELS
FACTORY APPLIEDRDX4-M CONTINUOUSALUMINUM EXTRUSION
WIPER GASKETEXTRUDED VINYL
ALUMINUM EXTRUSIONRDX4-F CONTINUOUS
FACTORY APPLIED
AS REQUIREDSHIM
TYPICAL VERTICAL JOINT
BATT INSULATION
ALUMINUM FLASHING CAP
ALUMINUM EXTRUSIONRDX4-T CONTINUOUSFACTORY APPLIED
SILICONE SEALANTFACTORY APPLIED
METAL STUD FRAMINGEXT. SHEATHING OVER
COMPOSITE PANEL4mm ALUMINUM
BARRIERMOISTURE
NEOPRENE WASHERHWH TEK #3
SHEET METALPARAPET COPING CAP
D2 D3
ROOFING MEMBRANE
3/8" WEEP HOLE
FRAMINGOVER METAL STUDEXT. SHEATHING
RDX4-M
COMPOSITE PANEL4mm ALUMINUM
SILICONE SEALANTFACTORY APPLIED
BARRIERMOISTURE
RDX4-FINSULATION
BATT
COMPOSITE PANELPARAPET COPING CAP
COMPOSITE PANEL4mm ALUMINUM
SILICONE SEALANTFASTENED WITH
.063 ALUMINUM
4mm ALUMINUMCOMPOSITE PANEL
REVEAL
FACTORY APPLIED
ALUMINUM EXTRUSIONRDX4-F CONTINUOUS
FACTORY APPLIEDRDX4-M CONTINUOUS
ALUMINUM EXTRUSION
D4 D5COMPOSITE PANEL
PARAPET COPING CAP
RADIUSED CORNER
SHEET METALPARAPET COPING CAP
DETAILS
TYPICAL VERTICAL JOINT
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FIELD APPLIED
AS OCCURSBASE CONDITION
DRIP FLASHINGSET IN SEALANT
ALUMINUM EXTRUSIONDXS CONTINUOUS
METAL STUD FRAMINGEXT. SHEATHING OVER
COMPOSITE PANEL4mm ALUMINUM
MOISTURE BARRIER
FACTORY APPLIEDRDX4-F CONTINUOUSALUMINUM EXTRUSION
SILICONE SEALANTFACTORY APPLIED
@ 24" O.C.3/8" WEEP HOLE
INSULATIONBATT
BASE CONDITIONAS OCCURS
ALUMINUM EXTRUSIONDXS CONTINUOUSFIELD APPLIED
METAL STUD FRAMINGEXT. SHEATHING OVER
COMPOSITE PANEL4mm ALUMINUM
MOISTURE BARRIER
ALUMINUM EXTRUSIONRDX4-F CONTINUOUSFACTORY APPLIED
SILICONE SEALANTFACTORY APPLIED
@ 24" O.C.3/8" WEEP HOLE
BATTINSULATION
D6 D7
GLAZING SYSTEMAS OCCURS
INSULATIONBATT
MOISTURE BARRIER
4mm ALUMINUMCOMPOSITE PANEL
EXT. SHEATHING OVERMETAL STUD FRAMING
BACKER RODAND SEALANT
FACTORY APPLIEDSILICONE SEALANT
ALUMINUM EXTRUSIONRDX4-F CONTINUOUSFACTORY APPLIED
BATT
EXT. SHEATHING OVER
MOISTURE
METAL STUD FRAMING
BARRIER
ALUMINUM EXTRUSION
FACTORY APPLIEDRDX4-T CONTINUOUS
FACTORY APPLIEDSILICONE SEALANT
COMPOSITE PANEL4mm ALUMINUM
AND SEALANT
CONTIN. ZEE CLIPFIELD APPLIED
WITH BACKER ROD
GLAZING SYSTEMAS OCCURS
SEALANTBACKER ROD AND
INSULATION
D8 D9WINDOW HEAD ATFLUSH CONDITION
BASE
DETAILS
BASE
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BATTINSULATION
FACTORY APPLIED
ALUMINUM EXTRUSIONRDX4-M CONTINUOUS
COMPOSITE PANELS4mm ALUMINUM
MOISTUREBARRIER
FACTORY APPLIEDRDX4-F CONTINUOUS
ALUMINUM EXTRUSION
EXT. SHEATHING OVERMETAL STUD FRAMING
FACTORY APPLIEDSILICONE SEALANT
EXT. SHEATHING OVERMETAL STUD FRAMING
4mm ALUMINUM
BATT INSULATION
COMPOSITE PANELS
STOREFRONT
SEALANT ANDBACKER ROD
ATTACHMENT CLIP
FIELD APPLIED .080
BARRIERMOISTURE
ALUMINUM
SILICONE
ALUMINUM
D10 D11
CONTINUOUS SILICONE
METAL STUD FRAMING
COMPOSITE PANELS
EXT. SHEATHING OVER
SEALANT ANDBACKER ROD
STOREFRONTALUMINUM
BARRIER
BATT INSULATION
4mm ALUMINUM
MOISTURE
W/ SPONGE3/8" WEEP
FACTORY APPLIEDEND DAM
ATTACHMENT CLIP.080 ALUMINUM
EXT. SHEATHING OVERMETAL STUD FRAMING
COMPOSITE PANELS4mm ALUMINUM
MOISTUREBARRIER
CLOSURE
SEALANTFIELD APPLIED
ALUMINUM EXTRUSION
FACTORY APPLIEDRDX4-F CONTINUOUS
DXS CONTINUOUSFIELD APPLIED
ALUMINUM EXTRUSION
CONTINUOUS FOAMFIELD APPLIED
ALUMINUM EXTRUSIONRDX4-T CONTINUOUSFACTORY APPLIED
BATTINSULATION
D12 D13HEADER AT
RECESSED WINDOW INSIDE CORNER
JAMB ATSTOREFRONTSOFFIT
DETAILS
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EXT. SHEATHING OVERMETAL STUD FRAMING
ALUMINUM EXTRUSION
FACTORY APPLIEDRDX4-F CONTINUOUS
FACTORY APPLIEDSILICONE SEALANT COMPOSITE PANELS
4mm ALUMINUM
FACTORY APPLIEDRDX4-M CONTINUOUSALUMINUM EXTRUSION
MOISTUREBARRIER
SET IN SILICONE SEALANTFACTORY APPLIED ANGLE
GLAZING SYSTEM
RECESSED BACKER
SILICONE SEALANT
4mm ALUMINUMCOMPOSITE PANELS
ROD AND
D14 D15
RDX4-M CONTINUOUSFACTORY APPLIED
ALUMINUM EXTRUSION
SILICONE SEALANTFACTORY APPLIED
COMPOSITE PANELS4mm ALUMINUM
METAL STUD FRAMINGEXT. SHEATHING OVER
MOISTURE BARRIER
ALUMINUM EXTRUSIONRDX4-F CONTINUOUSFACTORY APPLIED
COMPOSITE PANELS4mm ALUMINUM
FACTORY APPLIED
ALUMINUM EXTRUSION
DXS CONTINUOUSALUMINUM EXTRUSION
FIELD INSTALLED
RDX4-F CONTINUOUS
FACTORY APPLIED
ALUMINUM EXTRUSIONRDX4-T CONTINUOUS
METAL STUD FRAMINGEXT. SHEATHING OVER
SET IN SEALANT
HWH SMS WITHNEOPRENE WASHER
FOAM CLOSUREBEYOND
D16 D17
OUTSIDE CORNER
NOSE DETAIL PARAPET CAP
GLAZED-IN WINDOW
DETAILS
RDX4-M
NOTE:PANELS OVER 24" IN WIDTH OR HEIGHTREQUIRE STIFFENERS AT 30" O.C MAX.
RDX4-F
RDX4-T
RDX4-M STIFFENERSAT 30" O.C. MAX.
RDX4-M FACTORYNOTCHED FOR
CLEARANCE ONADJACENT PANEL
STIFFENER LAYOUTS
STIFFENER PROFILE
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4mm ALUMINUM
SILICONE SEALANTFACTORY APPLIED
ALUMINUM EXTRUSIONRDX4-T CONTINUOUSFACTORY APPLIED
COMPOSITE PANELS
AS OCCURSSTRUCTURAL FRAMING
D18 D19SCREENWALL BASE
SQUARE COLUMN
STIFFENER LAYOUTS
DETAILS
D20
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1. Starter strip must be installed first.Starter must be leveled, and withmitered cuts at corners.
2. The first panel (A) is set on thestarter using 1/2” shims toinsure a consistent joint. 3. The second panel (B) is installed in the
desired direction on the male leg using1/2” shims at the starter strip and betweenthe panels to insure a consistent joint.
4. A bead of sealant is then run on thebottom of the backer plate. The backerplate is then set in the pocket behind themale leg centering it over the splicebetween the panels.
5. Next, install the splice plate slippingit over the male leg at the splicebetween the panels. This will concealthe gap needed for thermalmovement while keeping a uniformcolor at the extrusion. Now installthe weep baffles at all weep holes.
6. Working vertically, the next panel (C)is installed similar to the first panel(A) using 1/2” shims to insure aconsistent 1/2” joint between thepanels. This panel will set over thebacker plate so that the backer platelaps under the panel 2”.
7. The next panel (D) is installedsimilar to panel (B) with 1/2”shims keeping a consistent 1/2”joint and making sure to keeppanels in line both vertically andhorizontally.
8. Repeat steps 1 through 7 as required.
INSTALLATION INSTRUCTIONS
11647 Armetco DriveJustin, Texas 76247(800) 647 – 3778
(800) 618 – 7544 - FAX
www.armetco.comE-Mail: [email protected]