MetroView TM FG 501T Window Wall

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1 JULY, 0 FEATURES Features is an inside glazed system -/" (.) sight line with standard " () system depth IsoLock TM lanced pour and debridged /" (.) thermal break Screw spline fabrication and joinery Standard infill option " (.) Silicone compatible glazing materials for long lasting seals Inside and outside corner members are available for 0 and applications Incorporates expansion verticals as required Permanodic anodized finishes in seven choices Painted finishes in standard and custom choices Optional Features Integrates with Kawneer GLASSvent UT Windows Entrance and balcony door options Strap anchors Optional slab edge covers (Extruded / ACM panel) Outside glazed option Heavy weight mullions Steel reinforcing Head receptor reinforcing clip Wedge gasket at interior head receptor stop Profit$Maker TM plus die sets available Product Applications Ribbon windows Ideal for single and multi-lite punched openings For specific product applications, Consult your Kawneer representative.

2 BLANK PAGE JULY, 0

3 JULY, 0 INDEX Architects Most extrusion and window types illustrated in this catalog are standard products for Kawneer. These concepts have been expanded and modified to afford you design freedom. Some miscellaneous details are non-standard and are intended to demonstrate how the system can be modified to expand design flexibility. Please contact your Kawneer representative for further assistance. PICTORIAL VIEW... FRAMING DETAILS... - SLAB EDGE COVER DETAILS..., 000T TERRACE DOOR DETAILS...0, CORNER DETAILS... GLASSvent UT WINDOW DETAILS... MISCELLANEOUS DETAILS... WIND LOAD/DEADLOAD CHARTS... - THERMAL CHARTS... - LAWS AND BUILDING AND SAFETY CODES GOVERNING THE DESIGN AND USE OF GLAZED ENTRANCE, WINDOW, AND CURTAIN WALL PRODUCTS VARY WIDELY. KAWNEER DOES NOT CONTROL THE SELECTION OF PRODUCT CONFIGURATIONS, OPERATING HARDWARE, OR GLAZING MATERIALS, AND ASSUMES NO RESPONSIBILITY THEREFOR. Metric (SI) conversion figures are included throughout these details for reference. Numbers in parentheses ( ) are millimeters unless otherwise noted. The following metric (SI) units are found in these details: m meter cm centimeter mm millimeter s second Pa pascal MPa megapascal Kawneer reserves the right to change configurations without prior notice when deemed necessary for product improvement.

4 PICTORIAL VIEW JULY, 0

5 JULY, 0 SCALE " = '-0" RIBBON FRAMING DETAILS " () -/" () ELEVATION IS NUMBER KEYED TO DETAILS INSIDE GLAZED " () -/" () -/" () /" () -/" () " () -/" ()

6 RIBBON FRAMING DETAILS JULY, 0 SCALE " = '-0" " () -/" () ELEVATION IS NUMBER KEYED TO DETAILS OUTSIDE GLAZED " () -/" () /" () -/" () -/" () " () -/" ()

7 JULY, 0 SCALE " = '-0" PUNCHED OPENING FRAMING DETAILS " () ELEVATION IS NUMBER KEYED TO DETAILS INSIDE GLAZED -/" () " () -/" () -/" () -/" () /" () -/" () HEAD AND SILL SHOWN WITH OPTIONAL STRAP ANCHOR

8 SCALE " = '-0" SLAB EDGE COVER DETAILS JULY, 0 SLAB EDGE COVERS (INSIDE GLAZED SHOWN, OUTSIDE GLAZED SIMILAR) SILL RECEPTOR -/" () " () -/" () /" () " or " () or (0) -/" () /" () -/" () -/" or -/" () or () -PIECE SILL RECEPTOR " () -/" () /" () -/" () " or " () or (0) -/" () /" () -/" () -/" or -/" () or () -/" () STANDARD SILL RECEPTOR WITH " SLAB COVER (" SLAB COVER SIMILAR) -/" () -PIECE SILL RECEPTOR WITH " SLAB COVER (" SLAB COVER SIMILAR)

9 JULY, 0 SLAB EDGE COVER DETAILS VARIABLE SLAB EDGE COVERS (INSIDE GLAZED SHOWN, OUTSIDE GLAZED SIMILAR) SILL RECEPTOR -/" () VARIES -/" () /" () -/" () " () -/" () /" () VARIES " () -PIECE SILL RECEPTOR " () -/" () -/" () /" () VARIES -/" () /" () -/" () VARIES " () -/" () STANDARD SILL RECEPTOR WITH ACM PANEL VARIABLE SLAB COVER -/" () -PIECE SILL RECEPTOR WITH ACM PANEL VARIABLE SLAB COVER

10 0 000T TERRACE DOOR DETAILS JULY, 0 SCALE " = ' 0" HEAD FRAME HEIGHT /" (.) /" (.) -/" (0.) -/" (.) " (0.) " (.) -/" (.) OUTSWING DOORS & FRAME SILL FRAME HEIGHT -/" (0.) -/" (.) " (.) -/" (.) OPTIONAL SILL FRAME HEIGHT -/" (.) /" (.) /" (.) /" (.) /" (.) -/" (.) " (.) PIVOT JAMB -/" (.) FRAME WIDTH /" (.) -/" (.) FRAME WIDTH -/" (.) " (.) /" (.) /" (.) LOCK JAMB AT DEADBOLT/LATCHLOCK

11 JULY, 0 SCALE " = '-0" 000T TERRACE DOOR DETAILS HEAD SILL FRAME HEIGHT FRAME HEIGHT -/" (0.) /" (.) -/" (.) -/" (.) " (.) -/" (0.) /" -/" -/" (.) (.) (.) " (.) /" (.) /" (.) " (.) -/" (.) -/" -/" (.) (.) -/" (0.) FRAME WIDTH -/" (.) -/" /" (.) (.) /" (.) INSWING DOORS & FRAME -/" (.) /" (.) " (.) -/" (.) -/" (.) -/" (0.) /" (.) FRAME WIDTH PIVOT JAMB LOCK JAMB AT DEADBOLT/LATCHLOCK

12 CORNER DETAILS JULY, 0 SCALE " = '-0" -/" () 0 OUTSIDE CORNER -/" () -/" () 0 INSIDE CORNER -/" () OUTSIDE CORNER -/" () -/" () INSIDE CORNER

13 JULY, 0 SCALE " = '-0" PROJECT-OUT WINDOW SHOWN CASEMENT OUTSWING ALSO AVAILABLE GLASSvent UT WINDOWS DETAILS ELEVATION IS NUMBER KEYED TO DETAILS GLASSvent UT WINDOWS SHOWN WITH INSIDE GLAZED FRAMING MEMBERS, OUTSIDE GLAZED SIMILAR /" (.) -/" () -/" () WD DLO JAMB DLO DLO /" (.) WD WD /" (.) /" (.) -/" () -/" () -/" () -/" () HEAD DLO DLO WD WD /" (.) -/" () /" () -/" () SILL /" () HEAD SILL

14 MISCELLANEOUS DETAILS JULY, 0 SCALE " = '-0" REINFORCING CLIP HEAD WITH REINFORCING CLIP (INSIDE OR OUTSIDE GLAZED) HEAVY STOP -/" () HEAD WITH BLIND POCKET (INSIDE GLAZED ONLY) " () STRAP ANCHOR AT HEAD " () HORIZONTAL WITH BLIND APPLICATION (INSIDE GLAZED ONLY) STRAP ANCHOR AT SILL -/" () -/" () " () HEAVY MULLION HEAVY MULLION W/ STEEL REINFORCING EXPANSION MULLION W/ STEEL REINFORCING (INSIDE GLAZED SHOWN, OUTSIDE GLAZED SIMILAR)

15 JULY, 0 WIND LOAD / DEAD LOAD CHARTS WIND LOAD CHARTS Mullions are designed for deflection limitations in accordance with AAMA TIR-A of L/ up to '-" and L/0 +/" above '-". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable wind load stress for ALUMINUM, psi (0MPa), STEEL 0,000 psi (0MPa). Charted curves, in all cases are for the limiting value. Wind load charts contained herein are based upon nominal wind load utilized in allowable stress design. A conversion from Load Resistance Factor Design (LRFD) is provided. To convert ultimate wind loads to nominal loads, multiply ultimate wind loads by a factor of 0. per ASCE/SEI. A / increase in allowable stress has not been used to develop these curves. For special situations not covered by these curves, contact your Kawneer representative for additional information. DEADLOAD CHARTS Horizontal or deadload limitations are based upon /" (.), maximum allowable deflection at the center of an intermediate horizontal member. The accompanying charts are calculated for " (.) thick insulating glass or /" (.) thick glass supported on two setting blocks placed at the loading points shown.

16 MULLION HEIGHT IN FEET 0 WIND LOAD CHARTS WITH HORIZONTALS MULLION CENTERS IN METERS MULLION CENTERS IN FEET A.0 B C.0 D E.0 MULLION HEIGHT IN METERS Allowable Stress Design Load LRFD Ultimate Design Load A = PSF (0) PSF (00) B = 0 PSF (0) PSF (0) C = 0 PSF (0) 0 PSF (00) D = 0 PSF (0) PSF (00) E = PSF (0) PSF (00) 00/0 WINDLOAD CHARTS ARE BASED ON COMPOSITE PROPERTIES WHICH ARE CALCULATED IN ACCORDANCE WITH AAMA TIR-A AND AAMA 0 MULLION HEIGHT IN FEET JULY, 0 WITHOUT HORIZONTALS MULLION CENTERS IN METERS A B 0.0 C D E.0 0 MULLION CENTERS IN FEET MULLION HEIGHT IN METERS MULLION HEIGHT IN FEET WITH HORIZONTALS MULLION CENTERS IN METERS A B 0.0 C D.0 E 0 MULLION CENTERS IN FEET MULLION HEIGHT IN METERS Allowable Stress Design Load LRFD Ultimate Design Load A = PSF (0) PSF (00) B = 0 PSF (0) PSF (0) C = 0 PSF (0) 0 PSF (00) D = 0 PSF (0) PSF (00) E = 0 PSF (00) PSF (000) 00/0 WINDLOAD CHARTS ARE BASED ON COMPOSITE PROPERTIES WHICH ARE CALCULATED IN ACCORDANCE WITH AAMA TIR-A AND AAMA 0 MULLION HEIGHT IN FEET WITHOUT HORIZONTALS MULLION CENTERS IN METERS A B C.0 D E.0 0 MULLION CENTERS IN FEET MULLION HEIGHT IN METERS

17 JULY, 0 WITH HORIZONTALS MULLION CENTERS IN METERS MULLION HEIGHT IN FEET A B 0.0 C D.0 E 0 MULLION CENTERS IN FEET MULLION HEIGHT IN METERS Allowable Stress Design Load LRFD Ultimate Design Load A = PSF (0) PSF (00) B = 0 PSF (0) PSF (0) C = 0 PSF (0) 0 PSF (00) D = 0 PSF (0) PSF (00) E = PSF (0) PSF (00) " x /" STEEL BAR 00/0 WITH " X /" STEEL BAR WINDLOAD CHARTS ARE BASED ON COMPOSITE PROPERTIES WHICH ARE CALCULATED IN ACCORDANCE WITH AAMA TIR-A AND AAMA 0 MULLION HEIGHT IN FEET WIND LOAD CHARTS WITHOUT HORIZONTALS MULLION CENTERS IN METERS.0.0 A.0 B C 0.0 D E.0 0 MULLION CENTERS IN FEET MULLION HEIGHT IN METERS MULLION HEIGHT IN FEET WITH HORIZONTALS MULLION CENTERS IN METERS.0.0 A.0 B C 0.0 D E.0 0 MULLION CENTERS IN FEET MULLION HEIGHT IN METERS Allowable Stress Design Load LRFD Ultimate Design Load A = PSF (0) PSF (00) B = 0 PSF (0) PSF (0) C = 0 PSF (0) 0 PSF (00) D = 0 PSF (0) PSF (00) E = 0 PSF (00) PSF (000) / WINDLOAD CHARTS ARE BASED ON COMPOSITE PROPERTIES WHICH ARE CALCULATED IN ACCORDANCE WITH AAMA TIR-A AND AAMA 0 MULLION HEIGHT IN FEET WITHOUT HORIZONTALS MULLION CENTERS IN METERS.0.0 A.0 B C D 0.0 E.0 0 MULLION CENTERS IN FEET MULLION HEIGHT IN METERS

18 DEAD LOAD CHARTS JULY, 0 A = / POINT LOADING B = / POINT LOADING HEIGHT IN FEET 0 (" INFILL) WIDTH IN METERS B HEIGHT IN METERS HEIGHT IN FEET 0 (" INFILL) WIDTH IN METERS B HEIGHT IN METERS 0 0 WIDTH IN FEET 0 0 WIDTH IN FEET HEIGHT IN FEET 0 (" INFILL) WIDTH IN METERS B HEIGHT IN METERS 0 0 WIDTH IN FEET

19 JULY, 0 THERMAL CHARTS Generic Project Specific U-factor Example Calculation (Percent of Glass will vary on specific products depending on sitelines) (Based on single bay of Window Wall) '-0" '-0" D.L.O. D.L.O. '-0" D.L.O. '-" Frame Width Example Glass U-Factor = 0. Btu/hr x ft x F Total Daylight Opening = (' x ') + (' x ') = ft Total Projected Area = (Total Daylight Opening + Total Area of Framing System) = '-" x '-" =. ft '-" Frame Height Percent of Glass = (Total Daylight Opening Total Projected Area) = (.)00 = % System U-Factor vs Percent of Glass Area 0.0 COG U-Factor EXAMPLE (Not For Design) % 0 Vision Area / Total Area % Based on % glass and center of glass U-Factor of 0. System U-Factor is equal to 0. Btu/hr x ft x F 0 0

20 0 THERMAL CHARTS JULY, 0 Note: Values in parentheses are metric. COG=Center of Glass. Charts are generated per AAMA 0. System U-Factor vs Percent of Glass Area COG U-factor 0. (.) 0. (.) 0. (.0) 0. (.) 0.0 (.) 0. (.) 0. (.0) 0. (.) 0. (.) 0.0 (.) 0. (.) 0. (.) 0. (.) 0. (.) 0.0 (.) 0. (.0) 0. (0.) 0. (0.) 0. (0.) 0.0 (0.) Vision Area / Total Area % System U-Factor (Btu/hr x ft x F) Notes for System Y-Factor, Shgc and VT charts: For glass values that are not listed, linear interpolation is permitted. Glass properties are base on center of glass values and are obtained from your glass supplier.

21 JULY, 0 THERMAL CHARTS COG SHGC System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area Vision Area / Total Area % (Total Daylight Opening / Projected Area) System SHGC Charts are generated per AAMA 0 COG VT Visible Transmittance (VT) vs Percent of Vision Area Vision Area / Total Area % (Total Daylight Opening / Projected Area) System VT

22 THERMAL PERFORMANCE MATRIX (NFRC SIZE) JULY, 0 Thermal Transmittance (BTU/hr ft F) Glass U-Factor Overall U-Factor NOTE: For glass values that are not listed, linear interpolation is permitted.. U-Factors are determined in accordance with NFRC 00.. SHGC and VT values are determined in accordance with NFRC 00.. Glass properties are based on center of glass values and are obtained from your glass supplier.. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 000mm wide by 000mm high (-/" by -/"). SHGC Matrix Glass SHGC Overall SHGC Visible Transmittance Glass VT Overall VT

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