27
www.pittcometals.com ARCHITECTURAL METALS, INC. FLUSHLOK II SEPTEMBER 2014 (.75*.1- ++ 6'%*0+%#. /#07#.

(.75*.1- ++ 6'%*0+%#. /#07#. - Pittco Architectural Metals ... Manual/D1Flushlok_093014.pdfFEATURES APPLICATIONS xFlushlok II is a 4 1/2" or 5 1/2" deep system with a 1 3/4" sightline

  • Upload
    others

  • View
    0

  • Download
    0

Embed Size (px)

Citation preview

  • www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

  • www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

  • FEATURES

    APPLICATIONS

    Flushlok II is a 4 1/2" or 5 1/2" deep system with a 1 3/4" sightlineThermally brokenScrew spline or shear block fabricationSame gasket used on interior and exteriorTrim flush glazed appearanceConcealed weepsReadily available from stock

    Storefront, punched openings, or ribbon windowsSingle spanIntegrated entrance framing to allow Pittco standard entrancesor other speciality entrances to be incorporated

    FOR SPECIFIC PRODUCT APPLICATIONS PLEASE CONTACT YOUR PITTCO REPRESENTATIVE

    SYSTEM PERFORMANCEDescription Test Method Allowed Achieved Test Report

    Structural ASTM E 330 N/A 20 psf 14-17

    Air ASTM E 283 0.06 cfm/sq ft @ 6.24 psf 0.03 cfm/sq ft @ 6.24 psf 14-17

    Water (Static) ASTM E 331

    AAMA 501.1

    None @ 4 psf

    None @ 4 psf

    None @ 10 psf

    None @ 10 psf

    14-17

    14-17

    CRF AAMA 1503 N/A 57* 14-19

    U Value

    AAMA 1503 N/A 14-190.59*

    Water (Dynamic)

    * 1" IGU (1/4-1/2-1/4) Clear Annealed Glass, Air Filled, Aluminum Spacer.

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FEATURES

    1

  • www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    BLANK PAGE

    2

  • EXPLODED VIEWS PAGE 9. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1/4 SIZE DETAILS PAGES D1 TO D3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    WINDLOAD CHARTS PAGES S1 TO S9. . . . . . . . . . . . . . . . . . . . . . . . . . . . DEADLOAD CHARTS PAGE S10. . . . . . . . . . . . . . . . . . . . . . . . . . . . SECTION PROPERTIES PAGE S11. . . . . . . . . . . . . . . . . . . . . . . . . .

    ENTRANCE DETAILS PAGE D4. . . . . . . . . . . . . . . . . . . . . . . . . . . .

    PRODUCT DESCRIPTION PAGES 4 to 8. . . . . . . . . . . . . . . . . . . . . . . . .

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    INDEX

    3

  • BASIC USES / RELATED USESFraming is designed for flush glazed, front loaded storefront assemblyVertical mullions are open back aluminum members, with solid face and flush closure side plates forming tubular members for use on singlespansHorizontal mullions are of hollow aluminum with removable glazing stopsCorners are configured for 90 degreesGlazing is insulating glass unit or single pane with adaptersGlass 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 CHARACTERISTICSAluminum frame members are thermally brokenFraming 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 standardEconomical fabrication (as little as two framing members required per project)Integral 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 1503-98 - Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall SectionsAAMA 2604-05 - Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on AluminumExtrusions 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]

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    PRODUCT DESCRIPTION

    4

  • 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 Under SpecifiedPressure Differences Across the SpecimenASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static AirPressure DifferenceASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air PressureDifference

    QUALITY, TESTS, CERTIFICATIONS, AND APPROVALSAir Infiltration: Maximum leakage of 0.03 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 10.0 psfDynamic Water Leakage: No uncontrolled leakage, when measured in accordance with AAMA 501.1 at a test pressure difference of 10.0 psfStructural Performance: Maximum deflection less than 1/175 of the span length and no damage to the assembly, when measured in accordancewith ASTM E330 at a test pressure of 20 psf

    Insulation U-Factor: 0.59 BTU/hr/sq ft/degrees F when measured in accordance with AAMA 1503

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

    SPECIAL WARRANTYOne (1) year

    LIMITATIONSFraming is limited to applications of one story in heightNot intended for continuous members for multiple floor applicationsExterior glazed only

    SAFETY PRECAUTIONSNormal precautions required

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

    COSTVaries with elevation, configuration and finish desired

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    PRODUCT DESCRIPTION

    5

  • PRODUCT PROPERTIES

    MATERIAL AND DESIGN

    Aluminum: 6063-T6 alloy and temper, to ASTM B221 or ASTM B221M

    Fasteners: Stainless steel, or zinc plated carbon steel

    Perimeter Anchors: Aluminum, or steel that will be isolated from aluminum components

    Glazing Gaskets: Ethylene Propylene Diene Monomer (EPDM) rubber with non-stretch cord

    Glass Stops: Snap-in type

    SHAPE AND DIMENSIONSFrame Size: 1-3/4 x 4, 4-1/2, or 5-1/2 inchGlass Edge Bite: 1/2 inch

    Glazing Thickness Accepted: 1/4 inch and 1 inch

    SHOP FABRICATION AND ASSEMBLY

    Provide for flush glazing on all sides with no projecting stops

    Configurations:

    Two-piece snap together mullions

    Solid tubular mullions, assembled to specially designed shear block clips

    Accessories:

    Open Back Perimeter Members

    Integral Door Frames

    Flashing, Subsills

    Standard aluminum reinforcing

    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)

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    PRODUCT DESCRIPTION

    6

  • o Finish of Exposed Aluminum shall be compliant with the performance standards set forth in AAMA Specification 2604, High PerformanceOrganic Coatings on Aluminum

    o Type: Factory Applied, High Performance, 50% Polyvinylidene Fluoride (PVDF) Coating formulated by a licensed paint manufacturer, andapplied by Paint Manufacturer's Warranty-Approved Applicator

    o 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 aluminum

    o Specify color code, e.g. UC 40577(Duranar Black)

    o Finish of Exposed Aluminum shall be compliant with the performance standards set forth in AAMA Specification 2605, Superior PerformingOrganic Coatings on Aluminum

    o Type: Factory Applied, High Performance, 70% Polyvinylidene Fluoride (PVDF) Coating formulated by a licensed paint manufacturer, andapplied by Paint Manufacturer's Warranty-Approved Applicator

    o 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 aluminum

    o 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

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    PRODUCT DESCRIPTION

    7

  • 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)

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    PRODUCT DESCRIPTION

    8

  • www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    EXPLODED VIEW

    9

  • www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    BLANK PAGE

    10

  • 3

    4

    5

    1 2

    SCREW SPLINE SHEAR BLOCK

    2VERTICAL

    1JAMB

    3HEAD

    4HORIZONTAL

    5SILL

    14-474 (JAMB)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-552 (MULLION)14-553 (MULLION FILLER)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-474 (HEAD)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-414 (HORIZONTAL)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-474 (SILL)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)15-566 (SUB-SILL)

    2VERTICAL

    1JAMB

    3HEAD

    4HORIZONTAL

    5SILL

    14-474 (JAMB)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-414 (MULLION)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-474 (HEAD)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)14-419 (SHEAR BLOCK)

    14-414 (HORIZONTAL)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)14-419 (SHEAR BLOCK)

    14-474 (SILL)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)15-566 (SUB-SILL)14-419 (SHEAR BLOCK)

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    4 1/2" SystemTYPICAL FRAMING DETAILS

    D1DETAILS

  • 3

    4

    5

    1 2

    SCREW SPLINE SHEAR BLOCK

    2VERTICAL

    1JAMB

    3HEAD

    4HORIZONTAL

    5SILL

    14-494 (JAMB)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-572 (MULLION)14-573 (MULLION FILLER)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-494 (HEAD)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-418 (HORIZONTAL)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-494 (SILL)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)15-567 (SUB-SILL)

    1JAMB

    3HEAD

    4HORIZONTAL

    5SILL

    2VERTICAL

    14-494 (JAMB)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-418 (MULLION)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)

    14-494 (HEAD)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)14-420 (SHEAR BLOCK)

    14-418 (HORIZONTAL)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)14-419 (SHEAR BLOCK)

    14-494 (SILL)14-439 (ISOLATOR CLIP)14-451 (EXTERIOR COVER)14-420 (SHEAR BLOCK)15-567 (SUB-SILL)

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    5 1/2" System TYPICAL FRAMING DETAILS

    D2DETAILS

  • (412" SYSTEM) (41

    2" SYSTEM)

    (512" SYSTEM) (51

    2" SYSTEM)

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    CORNER DETAILS

    D3DETAILS

  • 1DOOR HEAD

    2BOTTOM RAIL

    1

    2

    43

    5

    2

    76

    5DOOR HEAD

    6DOOR JAMB

    7DOOR JAMB

    4DOOR JAMB

    3DOOR JAMB

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    Offset Hung ENTRANCE DETAILS

    D4DETAILS

  • 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" OR 3/4"

    LATERAL BRACING OR HORIZONTAL MULLION SPACING: 48" O.C. (MAXIMUM)SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    REINFORCEMENT IS ADDITIVE TO ALUMINUM MULLIONS (NOT COMPOSITE SECTIONS)

    www.pittcometals.com

    14-474

    14-47414-419

    A

    B

    C

    E

    D

    A

    B

    C

    E

    D

    A = 15 PSFB = 20 PSFC = 25 PSFD = 30 PSFE = 40 PSF

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    WINDLOAD CHARTS

    S1

  • A = 15 PSFB = 20 PSFC = 25 PSFD = 30 PSFE = 40 PSF

    14-47414-448

    14-55214-553

    A

    B

    C

    E

    D

    A

    B

    CE D

    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" OR 3/4"

    LATERAL BRACING OR HORIZONTAL MULLION SPACING: 48" O.C. (MAXIMUM)SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    REINFORCEMENT IS ADDITIVE TO ALUMINUM MULLIONS (NOT COMPOSITE SECTIONS)

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    WINDLOAD CHARTS

    S2

  • 14-414

    14-55214-55314-547

    A

    B

    CE D

    A

    B

    CE D

    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" OR 3/4"

    LATERAL BRACING OR HORIZONTAL MULLION SPACING: 48" O.C. (MAXIMUM)SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    REINFORCEMENT IS ADDITIVE TO ALUMINUM MULLIONS (NOT COMPOSITE SECTIONS)

    A = 15 PSFB = 20 PSFC = 25 PSFD = 30 PSFE = 40 PSF

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    WINDLOAD CHARTS

    S3

  • 14-41414-448

    14-41414-419

    A

    B

    C

    E D

    A

    B

    C

    E

    D

    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" OR 3/4"

    LATERAL BRACING OR HORIZONTAL MULLION SPACING: 48" O.C. (MAXIMUM)SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    REINFORCEMENT IS ADDITIVE TO ALUMINUM MULLIONS (NOT COMPOSITE SECTIONS)

    A = 15 PSFB = 20 PSFC = 25 PSFD = 30 PSFE = 40 PSF

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    THERMAL WINDLOAD CHARTS

    S4

  • 14-41414-448

    14-476

    A

    B

    C

    E

    D

    A

    B

    C

    E

    D

    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" OR 3/4"

    LATERAL BRACING OR HORIZONTAL MULLION SPACING: 48" O.C. (MAXIMUM)SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    REINFORCEMENT IS ADDITIVE TO ALUMINUM MULLIONS (NOT COMPOSITE SECTIONS)

    A = 15 PSFB = 20 PSFC = 25 PSFD = 30 PSFE = 40 PSF

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    WINDLOAD CHARTS

    S5

  • 14-49414-419

    14-494

    A

    B

    C

    E

    D

    A

    B

    C

    E

    D

    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" OR 3/4"

    LATERAL BRACING OR HORIZONTAL MULLION SPACING: 48" O.C. (MAXIMUM)SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    REINFORCEMENT IS ADDITIVE TO ALUMINUM MULLIONS (NOT COMPOSITE SECTIONS)

    A = 15 PSFB = 20 PSFC = 25 PSFD = 30 PSFE = 40 PSF

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    WINDLOAD CHARTS

    S6

  • 14-57214-573

    14-49414-448

    A

    B

    C

    E

    D

    A

    B

    C

    E

    D

    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" OR 3/4"

    LATERAL BRACING OR HORIZONTAL MULLION SPACING: 48" O.C. (MAXIMUM)SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    REINFORCEMENT IS ADDITIVE TO ALUMINUM MULLIONS (NOT COMPOSITE SECTIONS)

    A = 15 PSFB = 20 PSFC = 25 PSFD = 30 PSFE = 40 PSF

    A = 15 PSFB = 20 PSFC = 25 PSFD = 30 PSFE = 40 PSF

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    WINDLOAD CHARTS

    S7

  • 14-418

    14-57214-57314-547

    A

    B

    C

    E

    D

    A

    B

    C

    E

    D

    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" OR 3/4"

    LATERAL BRACING OR HORIZONTAL MULLION SPACING: 48" O.C. (MAXIMUM)SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    REINFORCEMENT IS ADDITIVE TO ALUMINUM MULLIONS (NOT COMPOSITE SECTIONS)

    A = 15 PSFB = 20 PSFC = 25 PSFD = 30 PSFE = 40 PSF

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    WINDLOAD CHARTS

    S8

  • 14-479

    14-41814-448A

    B

    C

    E

    D

    A

    B

    C

    E

    D

    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" OR 3/4"

    LATERAL BRACING OR HORIZONTAL MULLION SPACING: 48" O.C. (MAXIMUM)SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6

    REINFORCEMENT IS ADDITIVE TO ALUMINUM MULLIONS (NOT COMPOSITE SECTIONS)

    A = 15 PSFB = 20 PSFC = 25 PSFD = 30 PSFE = 40 PSF

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    WINDLOAD CHARTS

    S9

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

    14-414

    14-418

    AB

    AB

    SYSTEM ANALYSIS CRITERIA:

    SECTION EVALUATED PER 2005 ALUMINUM DESIGN MANUALSIMPLE SPAN CONDITION

    ALUMINUM: 6063-T6DEADLOAD LIMITATIONS ARE BASED UPON 1/8" MAXIMUM ALLOWABLE DEFLECTION

    HEIGHT IN FEET ON CHART IS GLASS HEIGHT ABOVE HORIZONTAL

    www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    FLUSHLOK II

    SEPTEMBER 2014

    DEADLOAD CHARTS

    S10

  • www.pittcometals.com

    ARCHITECTURAL METALS, INC.

    FLUSHLOK II

    SEPTEMBER 2014

    SECTION PROPERTIES

    S11