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www.pittcometals.com ARCHITECTURAL METALS, INC. EMS 114 FEBRUARY 2020 EMS TECHNICAL MANUAL
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EMS TECHNICAL MANUAL R - Pittco Architectural Metals, Inc. Manual/C1... · 2020. 2. 7. · AAMA 501.1 None @ 4 psf None @ 4 psf None @ 4 psf None @ 4 psf 17-4 17-4. CRF (est.) NFRC

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  • www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    EMS 114

    FEBRUARY 2020

    EMSTECHNICAL MANUAL

    AutoCAD SHX TextR

  • www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    EMS 114

    FEBRUARY 2020

    EMS 114

    FEBRUARY 2020

    AutoCAD SHX TextR

  • FEATURES

    APPLICATIONS

    SYSTEM PERFORMANCEDescription Test Method Allowed Achieved Test Report

    Structural ASTM E 330 20 psf 17-4Air ASTM E 283 0.06 cfm/sq ft @ 6.24 psf 0.02 cfm/sq ft @ 6.24 psf 17-4Water (Static) ASTM E 331

    AAMA 501.1None @ 4 psfNone @ 4 psf

    None @ 4 psfNone @ 4 psf

    17-417-4

    CRF (est.) NFRC 500 N/A 11 17-7U Value * NFRC 100 N/A 1.09 17-7SHGC * NFRC 200 0.74 17-7

    * 1/4" Clear, Annealed Monolithic Glass

    N/A

    N/A

    FOR SPECIFIC PRODUCT APPLICATIONS PLEASE CONTACT YOUR PITTCO REPRESENTATIVE

    · EMS 114 is a center set flush glazed,non-thermal system that is 4 1/2" deep with a 1 3/4" wide sightline· Glaze from the outside or inside· Screw spline or shear block fabrication· 1/8" , 1/4" , and 3/8" Glazing options· Available in anodized and standard or custom painted finishes· Readily available from stock

    · Storefront, Punched Openings, or Ribbon Windows· Single span· Integrated entrance framing to allow Pittco standard entrances

    or other speciality entrances to be incorporated

    Water (Dynamic)

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    EMS 114

    FEBRUARY 2020

    FEATURES

    1

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  • www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    EMS 114

    FEBRUARY 2020

    EMS 114

    FEBRUARY 2020

    BLANK PAGE

    2

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  • PRODUCT DESCRIPTION PAGE 4 TO 8. . . . . . . . . . . . . . . . . . . . . . . . .

    1/4 SIZE DETAILS - NON THERMAL PAGES D1 TO D4. . . . . . . . . . . . . . . . .

    DEADLOAD CHARTS PAGE S6. . . . . . . . . . . . . . . . . . . . . . . . . . . . SECTION PROPERTIES PAGE S7. . . . . . . . . . . . . . . . . . . . . . . . . .

    ENTRANCE DETAILS PAGE D5. . . . . . . . . . . . . . . . . . . . . . . . . . . . WINDLOAD CHARTS PAGES S1 TO S5. . . . . . . . . . . . . . . . . . . . . . . . . . . .

    EXPLODED VIEW PAGE 9. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

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    ARCHITECTURAL METALS, INC.

    EMS 114

    FEBRUARY 2020

    INDEX

    3

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  • ● BASIC USES / RELATED USESFraming is designed for flush, center glazed storefront assemblyVertical mullions are open back aluminum members, with solid face and flush closure side plates forming tubular members for use onsingle spansHorizontal mullions are of hollow aluminum with removable glazing stopsCorners are configured for 90 and 135 degreesGlazing is single paneGlass may be transparent, opaque, or decorative typesFraming is intended for one story applicationsFramed assembly may be fitted to most rigid and stable framed opening assemblies

    ● PRODUCT ATTRIBUTES AND CHARACTERISTICSFraming and glazing stops are designed for glass and panelsWind pressure resistance and pressure equalization are standard within the frame assemblyWeep containment and condensate water collection and drainage to the exterior at concealed weeps are standardIntegral door frames are available

    ● SELECTION CRITERIAQuality, economy, and good performance are provided at a reasonable costFraming is designed for interior or exterior environments

    ● APPLICABLE STANDARDS, RELATED REFERENCESAA (Aluminum Association) - Designation System for Aluminum FinishesAAMA SFM-1-87 - Aluminum Storefront and Entrance ManualAAMA 501.1-05 - Standard Test Method for Water Penetration of Windows, Curtain Walls and Doors using Dynamic PressureAAMA 611-98 - Voluntary Specification for Anodized Architectural AluminumAAMA 2604-05 - Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings onAluminum Extrusions and PanelsAAMA 2605-05 - Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings onAluminum Extrusions and PanelsASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and PlateASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate [Metric]ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wires, Profiles, and TubeASTM B221M - Standard Aluminum-Alloy Extruded Bars, Rods, Wires, Profiles, and Tube [Metric]ASTM E283 - Standard Test Method for Determining Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors UnderSpecified Pressure Differences Across the Specimen

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    EMS 114

    FEBRUARY 2020

    EMS 114

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    PRODUCT DESCRIPTION

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  • ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Skylights, Doors, and Curtain Walls by UniformStatic Air Pressure DifferenceASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static AirPressure Difference

    QUALITY, TESTS, CERTIFICATIONS, AND APPROVALSAir Infiltration: Maximum leakage of 0.02 cfm/sq ft. when measured in accordance with ASTM E283 at a test pressure of 6.24 psfStatic Water Leakage: No uncontrolled leakage, when measured in accordance with ASTM E331 at a test pressure difference of 4.00 psfDynamic Water Leakage: No uncontrolled leakage, when measured in accordance with AAMA 501.1 at a test pressure difference of 4.00psfStructural Performance: Maximum deflection less than 1/175 of the span length and no damage to the assembly, when measured inaccordance with ASTM E330 at a test pressure of 20 psf

    ● PACKAGING, HANDLING, AND PROTECTION INSTRUCTIONSPackaged in specially designed heavy cartons or shipped pre-fabricated and assembled

    ● SPECIAL WARRANTYOne (1) year

    ● LIMITATIONSNot thermally broken

    Glazing is monolithic Framing is limited to applications of one story in height

    ● SAFETY PRECAUTIONSNormal precautions required

    ● AVAILABILITYFraming is available in all regions of USA - refer to Internet web site for locations and addresses of distributors

    ● COSTCost varies with elevation, configuration and finish desired

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    ARCHITECTURAL METALS, INC.

    EMS 114

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    PRODUCT DESCRIPTION

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  • PRODUCT PROPERTIES● MATERIAL, COMPOSITION AND DESIGN

    Aluminum: 6063-T6 alloy and temper, to ASTM B221 or ASTM B221MFasteners: Stainless steel, or zinc plated carbon steelPerimeter Anchors: Aluminum, or steel that will be isolated from aluminum componentsGlazing Gaskets: Wedge-type, Ethylene Propylene Diene Monomer (EPDM) rubber with non-stretch cordGlass Stops: Snap-in type

    ● SHAPE AND DIMENSIONSFrame Size: 1-3/4 x 4-1/2 inchGlass Edge Bite: 5/16 inch horizontally (8mm) and 1/4 inch verticallyGlazing Thickness Accepted: 1/8 inch, 3/16 inch, 1/4 inch, 5/16 inch, 3/8 inch

    ● SHOP FABRICATION AND ASSEMBLYProvide for flush glazing on all sides with no projecting stopsConfigurations:■ Two-piece snap together mullions■ Solid tubular mullions, assembled with specially designed shear block clipsAccessories:■ Expansion Mullions■ Corner Mullions■ Open Back Perimeter Members■ Integral Door Frames■ Flashing, Subsills■ Head Receptor■ Heavy Duty Mullions■ Standard Steel Reinforcing Available

    ● COLORS AND TEXTURES■ Architectural anodic coating, in accordance with AAMA 611;

    o Aluminum Association Designation.□ AA-M10C22A31 - Class II - (Pittco #42 Clear)□ AA-M10C22A41 - Class I - (Pittco #43 Clear)□ AA-M10C22A44 - Class I - (Pittco #59 Champagne)□ AA-M10C22A44 - Class I - (Pittco #60 Light Bronze)□ AA-M10C22A44 - Class I - (Pittco #61 Medium Bronze)□ AA-M10C22A44 - Class I - (Pittco #62 Dark Bronze)□ AA-M10C22A44 - Class I - (Pittco #63 Black)

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    EMS 114

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    PRODUCT DESCRIPTION

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  • ■ Architectural organic coating, in accordance with AAMA 2604 (50% Kynar 500®);o Finish of Exposed Aluminum shall be compliant with the performance standards set forth in AAMA Specification 2604, High

    Performance Organic Coatings on Aluminumo Type: Factory Applied, High Performance, 50% Polyvinylidene Fluoride (PVDF) Coating formulated by a licensed paint

    manufacturer, and applied by Paint Manufacturer's Warranty-Approved Applicatoro Pretreatment: Applicator to pre-treat the aluminum with solutions to remove organic and inorganic surface soils, remove residual

    oxides, followed by a Chrome Phosphate or Chromate Coating to ensure adhesion to the aluminumo Specify color code, e.g. UC 40577(Duranar Black)

    ■ Architectural organic coating, in accordance with AAMA 2605 (70% Kynar 500®);o Finish of Exposed Aluminum shall be compliant with the performance standards set forth in AAMA Specification 2605, Superior

    Performing Organic Coatings on Aluminumo Type: Factory Applied, High Performance, 70% Polyvinylidene Fluoride (PVDF) Coating formulated by a licensed paint

    manufacturer, and applied by Paint Manufacturer's Warranty-Approved Applicatoro Pretreatment: Applicator to pre-treat the aluminum with solutions to remove organic and inorganic surface soils, remove residual

    oxides, followed by a Chrome Phosphate or Chromate Coating to ensure adhesion to the aluminumo Specify color code, e.g. UC 40577(Duranar Black)

    ● PREPARATION WORKEnsure openings are of proper size, and are plumb, square, level and in the proper location and alignment

    ● INSTALLATIONAlign installed assembly plumb and level, free of warp or twistMaintain dimensional tolerances, aligning with adjacent workSeal joints between framing and building structure watertightFollow guidelines in Pittco Fabrication, Sealant and Erection Brochure

    ● START-UP AND OPERATIONNot Applicable

    ● OWNER'S MAINTENANCE INSTRUCTIONSWash surfaces with warm water and mild soap; wipe clean, at least once a year

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    ARCHITECTURAL METALS, INC.

    EMS 114

    FEBRUARY 2020

    PRODUCT DESCRIPTION

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  • Corporate IdentificationPittco Architectural Metals, Inc

    1530 Landmeier RoadElk Grove Village, Illinois 60007Tel: (847) 593-3131Fax: (847) 593-9946Toll-Free: (800) 992-7488Internet: http://www.pittcometals.comE-mail: [email protected]

    Technical Services AvailableToll-Free: (800) 992-7488

    Classification and FilingMasterFormat

    Subset of Section 08410 - Metal Framed StorefrontsUniFormat

    Section B2030 - (exterior entrance frames) or C1020 (interior entrance frames)

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    ARCHITECTURAL METALS, INC.

    EMS 114

    FEBRUARY 2020

    EMS 114

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    PRODUCT DESCRIPTION

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  • HEAD

    HORIZONTAL

    GLASS STOP

    SILL

    GLASS STOP

    OPEN BACK MULLION

    SNAP-IN FILLER

    SCREW SPLINE ASSEMBLY

    SHEAR BLOCK ASSEMBLY

    HEAD

    HORIZONTAL

    GLASS STOP

    SILL

    GLASS STOP

    OPEN BACK MULLIONSNAP-IN FILLER

    THE SCREW SPLINE SYSTEM ALLOWS A FRAME TO BE INSTALLED FROM UNITIZED ASSEMBLIES. SCREWS ARE DRIVENTHROUGH THE BACK OF THE VERTICALS INTO SPLINES EXTRUDED IN THE HORIZONTAL FRAMING MEMBERS. INDIVIDUALUNITS ARE THEN SNAPPED TOGETHER TO FORM A COMPLETE FRAME

    THE SHEAR BLOCK METHOD OF FABRICATION IS AN ALTERNATE METHOD OF FABRICATION. HORIZONTALSARE ATTACHED TO THE VERTICAL MULLIONS WITH SHEAR BLOCKS. THIS METHOD MUST BE USED WITHTUBULAR VERTICAL MULLIONS.

    SHEAR BLOCK

    SHEAR BLOCK

    SHEAR BLOCK

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    ARCHITECTURAL METALS, INC.

    EMS 114

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    EXPLODED VIEW

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    EMS 114

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  • 3

    4

    5

    1 241

    2"

    TYPICAL

    SCREW SPLINE SHEAR BLOCK

    2VERTICAL

    1JAMB

    3HEAD

    4HORIZONTAL

    5SILL

    2VERTICAL

    1JAMB

    3HEAD

    4HORIZONTAL

    5SILL

    17-452 (JAMB)20-168 (PERIMETER FILLER)

    17-452 (JAMB)17-480 (GLAZING FILLER)

    17-452 (JAMB)20-168 (PERIMETER FILLER)

    17-452 (JAMB)17-480 (GLAZING FILLER)

    17-452 (HEAD)20-168 (PERIMETER FILLER)

    17-471 (HORIZONTAL)17-484 (GLASS STOP)

    17-466 (SILL)17-484 (GLASS STOP)20-168 (PERIMETER FILLER)

    17-452 (HEAD)20-168 (PERIMETER FILLER)17-911 (SHEAR BLOCK)

    17-471 (HORIZONTAL)17-484 (GLASS STOP)17-910 (SHEAR BLOCK)

    17-466 (SILL)17-484 (GLASS STOP)20-168 (PERIMETER FILLER)17-910 (SHEAR BLOCK)

    134"

    TYPICAL

    412"

    TYPICAL

    134"

    TYPICAL

    412"

    TYPICAL

    134"

    TYPICAL

    412"

    TYPICAL

    13 4"

    TYPICAL

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    ARCHITECTURAL METALS, INC.

    EMS 114

    FEBRUARY 2020

    TYPICAL FRAMING DETAILS (Outside Glazed)

    D1

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  • 3

    4

    5

    1 2

    SCREW SPLINE SHEAR BLOCK

    2VERTICAL

    1JAMB

    3HEAD

    4HORIZONTAL

    5SILL

    2VERTICAL

    1JAMB

    3HEAD

    4HORIZONTAL

    5SILL

    412"

    TYPICAL

    17-452 (JAMB)20-168 (PERIMETER FILLER)

    17-452 (JAMB)17-480 (GLAZING FILLER)

    134"

    TYPICAL

    17-452 (SILL)20-168 (PERIMETER FILLER)

    17-471 (HORIZONTAL)17-484 (GLASS STOP)

    17-466 (HEAD)17-484 (GLASS STOP)20-168 (PERIMETER FILLER)

    134"

    TYPICAL

    412"

    TYPICAL

    17-452 (JAMB)20-168 (PERIMETER FILLER)

    17-452 (JAMB)17-480 (GLAZING FILLER)

    17-452 (SILL)20-168 (PERIMETER FILLER)17-911 (SHEAR BLOCK)

    17-471 (HORIZONTAL)17-484 (GLASS STOP)17-910 (SHEAR BLOCK)

    17-466 (HEAD)17-484 (GLASS STOP)20-168 (PERIMETER FILLER)17-910 (SHEAR BLOCK)

    412"

    TYPICAL

    134"

    TYPICAL

    134"

    TYPICAL

    412"

    TYPICAL

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    TYPICAL FRAMING DETAILS (Inside Glazed)

    D2

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  • 412"

    412"

    19-047

    2 PIECE NO POCKET CORNER 1 POCKET CORNER

    2 POCKET CORNER 90° CORNER(SCREW SPLINE OR SHEAR BLOCK FABRICATION)

    90° CORNER(SHEAR BLOCK FABRICATION ONLY)

    3 POCKET CORNER 4 POCKET CORNER 135° CORNER

    19-047

    17-261

    17-261

    17-260

    17-261 17-262

    19-047

    17-261

    17-262 17-262

    17-262

    17-4

    62

    17-480

    17-480

    19-047

    17-261

    16-705

    412" x 41

    2" TUBE

    ADJUSTABLE MULLION(ADJUSTABLE FROM 0 TO 90 DEGREES)

    17-47717-476

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    CORNER DETAILS

    D3

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  • 20-095

    20-097

    STANDARD MULLION w/OPTIONAL STEEL

    16-501

    HEAVY WALL MULLION HEAVY WALL MULLIONw/

    OPTIONAL STEEL

    TUBULAR MULLION EXPANSION MULLION

    FULL LENGTHFLAT FILLER

    SNAP INPOCKET FILLER

    SLIDE INDOOR STOP

    (not for use on hinge side)

    HEAD RECEPTOR STANDARD SILL FLASHING

    412 " x 41

    2" HORIZONTAL 41

    2" SILLNARROW SIDELITE BASE

    17-452

    17-480

    17-463

    17-480

    16-500

    17-340

    17-208

    17-208

    17 8"

    17-463

    17-480

    19-168

    17-015 17-159

    20-10119-102

    19-152

    20-095

    19-096 19-096

    17-479

    19-096 19-096

    OPTIONAL SILL FLASHING

    16-142

    30-105

    17-021

    30-11730-117

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    MISCELLANEOUS DETAILS

    D4

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  • 1TRANSOM HEAD

    2DOOR HEAD

    3BOTTOMRAIL

    17-154 (TRANSOM HEAD)34-969 (SHEAR BLOCK)17-198 (GLASS STOP)

    SINGLE ACTING

    1

    2

    3

    76

    54

    10

    3

    98

    DOUBLE ACTING

    SINGLE ACTINGDOOR JAMBS

    DOUBLE ACTINGDOOR JAMBS

    412"

    TYPICAL

    10SINGLE ACTING

    HEADER

    10DOUBLE ACTING

    HEADER

    617-333 OR 17-332

    (MULLION)w/17-002 POCKET ADAPTER

    TRANSOM JAMBSTransom area for both double or single acting doors withglass surround. Jambs above transom bar are routed outto accept glass holding insert with or without steel reinforcing.

    817-332 (MULLION)

    917-332 (MULLION)

    417-333 (MULLION)

    517-333 (MULLION)

    717-333 OR 17-332

    (MULLION)w/17-002 POCKET ADAPTER

    16-713 (TRANSOM HEAD)34-969 (SHEAR BLOCK)14-088 (SASH)

    17-154 (TRANSOM HEAD)34-969 (SHEAR BLOCK)

    16-713 (TRANSOM HEAD)34-969 (SHEAR BLOCK)

    17-452 (HEAD)20-168 (PERIMETER FILLER)

    412"

    TYPICAL

    134"

    TYPICAL

    412"

    TYPICAL

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    ENTRANCE DETAILS

    D5

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  • SYSTEM ANALYSIS CRITERIA:

    DEFLECTION LIMITS: L/240 + 1/4" FOR SPANS GREATER THAN 13'-6"

    CODES AND SPECIFICATIONS VARY, NO SINGLE LITE OF GLASS SHALL DEFLECT MORE THAN 3/4"

    L/175 FOR SPANS LESS THAN 13'-6"

    LATERAL BRACING OR HORIZONTAL MEMBER SPACING: 48" O.C. (MAXIMUM)

    SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    17-45217-480

    A = 5 PSFB = 10 PSF

    17-452 17-480

    WITH 16-500 STEEL

    VERTICAL REINFORCING IS ANALYZED AS AN ASSEMBLY WITH THE ALUMINUMSECTIONS.

    (FOR HORIZONTAL SPACING GREATER THAN 48" CONTACT PITTCO ENGINEERING)

    B

    A

    A

    B

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  • A = 5 PSFB = 10 PSF

    17-46317-480

    17-463 17-480

    WITH 16-501 STEEL

    VERTICAL REINFORCING IS ANALYZED AS AN ASSEMBLY WITH THE ALUMINUMSECTIONS.

    SYSTEM ANALYSIS CRITERIA:

    DEFLECTION LIMITS: L/240 + 1/4" FOR SPANS GREATER THAN 13'-6"

    CODES AND SPECIFICATIONS VARY, NO SINGLE LITE OF GLASS SHALL DEFLECT MORE THAN 3/4"

    L/175 FOR SPANS LESS THAN 13'-6"

    LATERAL BRACING OR HORIZONTAL MEMBER SPACING: 48" O.C. (MAXIMUM)

    SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    (FOR HORIZONTAL SPACING GREATER THAN 48" CONTACT PITTCO ENGINEERING)

    A

    B

    A

    B

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    WINDLOAD CHARTS

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  • 17-340

    17-20817-208

    SECTIONS ARE ANALYZED AS AN ASSEMBLY.

    SYSTEM ANALYSIS CRITERIA:

    DEFLECTION LIMITS: L/240 + 1/4" FOR SPANS GREATER THAN 13'-6"

    CODES AND SPECIFICATIONS VARY, NO SINGLE LITE OF GLASS SHALL DEFLECT MORE THAN 3/4"

    L/175 FOR SPANS LESS THAN 13'-6"

    LATERAL BRACING OR HORIZONTAL MEMBER SPACING: 48" O.C. (MAXIMUM)

    SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    (FOR HORIZONTAL SPACING GREATER THAN 48" CONTACT PITTCO ENGINEERING)

    A = 5 PSFB = 10 PSF

    A

    B

    A

    B

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    WINDLOAD CHARTS

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  • 17-332

    SECTIONS ARE ANALYZED AS AN ASSEMBLY.

    SYSTEM ANALYSIS CRITERIA:

    DEFLECTION LIMITS: L/240 + 1/4" FOR SPANS GREATER THAN 13'-6"

    CODES AND SPECIFICATIONS VARY, NO SINGLE LITE OF GLASS SHALL DEFLECT MORE THAN 3/4"

    L/175 FOR SPANS LESS THAN 13'-6"

    LATERAL BRACING OR HORIZONTAL MEMBER SPACING: 48" O.C. (MAXIMUM)

    SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    (FOR HORIZONTAL SPACING GREATER THAN 48" CONTACT PITTCO ENGINEERING)

    A = 5 PSFB = 10 PSF

    A

    B

    17-332WITH 16-500 STEEL

    A

    B

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    WINDLOAD CHARTS

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  • 17-333

    SECTIONS ARE ANALYZED AS AN ASSEMBLY.

    SYSTEM ANALYSIS CRITERIA:

    DEFLECTION LIMITS: L/240 + 1/4" FOR SPANS GREATER THAN 13'-6"

    CODES AND SPECIFICATIONS VARY, NO SINGLE LITE OF GLASS SHALL DEFLECT MORE THAN 3/4"

    L/175 FOR SPANS LESS THAN 13'-6"

    LATERAL BRACING OR HORIZONTAL MEMBER SPACING: 48" O.C. (MAXIMUM)

    SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    (FOR HORIZONTAL SPACING GREATER THAN 48" CONTACT PITTCO ENGINEERING)

    A = 5 PSFB = 10 PSF

    17-333WITH 16-500 STEEL

    A

    B

    A

    B

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  • SYSTEM ANALYSIS CRITERIA:

    SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6HORIZONTAL OR DEADLOAD LIMITATIONS ARE BASED UPON 1/8" MAXIMUM ALLOWABLE DEFLECTION WITH 1" THICK INSULATED GLASS

    A = SETTING BLOCKS AT 1/8 POINTSB = SETTING BLOCKS AT 1/4 POINTS

    17-471 (HORIZONTAL)17-484 (GLASS STOP)

    17-466 (HORIZONTAL)17-480 (GLAZING FILLER)17-484 (GLASS STOP)

    AB

    AB

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    EMS 114

    FEBRUARY 2020

    EMS 114

    FEBRUARY 2020

    DEADLOAD CHARTS

    S6

    AutoCAD SHX TextR

  • STRUCTURAL PROPERTIES of EMS 114 NON-THERMAL FRAMINGPart Number Ix Sx Iy Sy

    16-500 (STEEL) 1.093 0.547 0.024 0.04216-501 (STEEL) 0.649 0.316 0.032 0.076

    16-705 3.104 6.984 3.104 1.32816-713 3.693 1.641 0.814 0.93117-154 3.419 1.527 0.816 0.59917-208 1.936 0.802 0.108 0.11117-262 2.158 0.664 2.171 0.68017-260 2.135 0.671 1.967 0.59017-261 1.956 0.576 2.148 0.68717-262 2.158 0.664 2.171 0.68017-332 3.015 1.333 0.649 0.72717-333 2.982 1.300 0.695 0.52217-340 3.766 1.665 0.675 0.77217-452 2.355 1.041 0.285 0.23817-462 3.511 1.145 1.667 0.65417-463 5.630 2.489 0.453 0.42117-466 1.921 0.783 0.224 0.23117-471 2.175 0.910 0.392 0.38117-476 1.637 0.704 0.065 0.08117-477 1.882 0.775 0.112 0.08917-480 0.539 0.262 0.009 0.02619-047 1.947 0.596 1.881 0.56319-168 0.508 0.243 0.012 0.01520-095 4.630 2.059 2.163 0.964

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    EMS 114

    FEBRUARY 2020

    SECTION PROPERTIES

    S7

    AutoCAD SHX TextR

    Sheets and ViewsEMS 2020-(COVER)EMS 2020-(COVER BLANK)EMS 2020-(1)EMS 2020-(2)EMS 2020-(3)EMS 2020-(4)EMS 2020-(5)EMS 2020-(6)EMS 2020-(7)EMS 2020-(8)EMS 2020-(9)EMS 2020-(10)EMS 2020-(D1)EMS 2020-(D2)EMS 2020-(D3)EMS 2020-(D4)EMS 2020-(D5)EMS 2020-(D6)EMS 2020-(S1)EMS 2020-(S2)EMS 2020-(S3)EMS 2020-(S4)EMS 2020-(S5)EMS 2020-(S6)EMS 2020-(S7)