PG 123 TM Framing 1. Optional Features Optional vertical covers 1/4" (6.4) infill adaptors

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1 NOVEMER, 08 E 99-8 PG TM Framing FETURES Features Structural silicone glazed - captured head and sill cans IsoWeb TM thermal barrier (glass reinforced nylon) " (.) infill system Dual finish capability Rain screen Screw Spline joinery Square cut corners (no miters, no notching) Stock length or factory fabricated Pre-glazed / pre-assembled construction Installed from the interior +/- /" (.) live load deflection Permanodic TM anodized finishes in seven choices Painted finishes in standard and custom choices Optional Features Optional vertical covers /" (.) infill adaptors Kawneer ompany, Inc., 00 Product pplications Ribbon windows Multi-lite punched openings For specific product applications, onsult your Kawneer representative.

2 PG TM Framing LNK PGE NOVEMER, 08 E 99-8 Kawneer ompany, Inc., 00

3 NOVEMER, 08 E 99-8 PG TM Framing INDEX rchitects - 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. PITORIL VIEW... SI FRMING DETILS... MISELLNEOUS FRMING... WIND LOD HRTS..., 8 DEDLOD HRTS... 8 END RETION HRTS... 9 THERML HRTS Kawneer ompany, Inc., 00 LWS ND UILDING ND SFETY ODES GOVERNING THE DESIGN ND USE OF GLZED ENTRNE, WINDOW, ND URTIN WLL PRODUTS VRY WIDELY. KWNEER DOES NOT ONTROL THE SELETION OF PRODUT ONFIGURTIONS, OPERTING HRDWRE, OR GLZING MTERILS, ND SSUMES NO RESPONSIILITY 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

4 PG TM Framing PITORIL VIEW NOVEMER, 08 E 99-8 SSG OPTIONL PPLIED OVER Kawneer ompany, Inc., 00

5 NOVEMER, 08 E 99-8 PG TM Framing SI FRMING DETILS dditional information and D details are available at www. -/" (.) " (.) Kawneer ompany, Inc., 00 Structural Silicone Sealant (by Others)* -/" (.) * INSTLLER NOTE: Installer is responsible for all required compatibility review and approvals with the Structural Silicone Manufacturer and the Insulated Glass Unit Manufacturers.

6 PG TM Framing MISELLNEOUS DETILS dditional information and D details are available at www. NOVEMER, 08 E o ORNERS INSIDE Structural Silicone Sealant (by Others)* o ORNERS OUTSIDE INSIDE /" DPTOR T SPNDREL RE OUTSIDE Kawneer ompany, Inc., 00 SILL SSG JM * INSTLLER NOTE: Installer is responsible for all required compatibility review and approvals with the Structural Silicone Manufacturer and the Insulated Glass Unit Manufacturers.

7 NOVEMER, 08 E 99-8 PG TM Framing WIND LOD / DED LOD HRTS WIND LOD HRTS Mullions are designed for deflection limitations in accordance with M TIR- of L/ up to '-" and L/0 +/" above '-". These curves are for mullions WITH HORIZONTLS and are based on engineering calculations for stress and deflection. llowable wind load stress for LUMINUM, psi (0 MPa), STEEL 0,000 psi (0 MPa). harted 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. 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 SE/SEI. / 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. DEDLOD HRTS Horizontal or deadload limitations are based upon /8" (.) maximum allowable deflection at the center of an intermediate horizontal member. The accompanying chart is calculated for " (.) thick glass supported on two setting blocks placed at the loading points shown. Kawneer ompany, Inc., 00

8 8 PG TM Framing WIND LOD HRTS NOVEMER, 08 E 99-8 These charts are based on lateral support no more than " apart. Lateral support can be horizontal mullions or lateral buckling clips*. Mullions are designed for L/ deflection limitation. These curves are for mullions WITH or WITHOUT HORIZONTLS and are based on engineering calculations for stress and deflection. llowable wind load stress for LUMINUM, psi (0 MPa), STEEL 0,000 psi (0 MPa). harted curves, in all cases are for the limiting value. Wind load charts contained herein are based upon normal wind load utilized in allowable stress design. 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 SE/SEI. / 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 WITH HORIZONTLS. E D WIDTH IN FEET (with 800 Mullion lips) WITHOUT HORIZONTLS. E D WIDTH IN FEET WITH HORIZONTLS. E D llowable Stress Design Load LRFD Ultimate Design Load = 0 PSF (90) PSF (80) = 0 PSF (0) 0 PSF (00) = 0 PSF (90) PSF (00) D = 0 PSF (00) 8 PSF (000) E = 0 PSF (880) 00 PSF (90) (with /8" x " STEEL R and 800 Mullion lips) WITHOUT HORIZONTLS. E D Kawneer ompany, Inc., 00 WIDTH IN FEET WIDTH IN FEET *Engineering interpretation of lateral brace points may vary. Verify the acceptance of lateral buckling clips with project specifications, applicable building codes or consulting engineer, if applicable.

9 NOVEMER, 08 E 99-8 PG TM Framing 9 WIND LOD / DEDLOD HRTS WIND LOD HRTS Mullions are designed for L/ deflection limitations. These curves are for mullions WITHOUT HORIZONTLS and WITHOUT LTERL UKLING LIPS and are based on engineering calculations for stress and deflection. harted curves, in all cases are for the limiting value. Wind load charts contained herein are based upon normal wind load utilized in allowable stress design. 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 SE/SEI. / 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. llowable Stress Design Load LRFD Ultimate Design Load = 0 PSF (90) PSF (80) = 0 PSF (0) 0 PSF (00) = 0 PSF (90) PSF (00) D = 0 PSF (00) 8 PSF (000) E = 0 PSF (880) 00 PSF (90) (With "No" Lateral uckling lips) WITHOUT HORIZONTLS. E D WIDTH IN FEET DEDLOD HRTS Kawneer ompany, Inc., 00 Horizontal or deadload limitations are based upon /8" (.) maximum allowable deflection at the center of an intermediate horizontal member. The accompanying chart is calculated for " (.) thick glass supported on two setting blocks placed at the loading points shown = / POINT LODING = / POINT LODING = /8 POINT LODING WIDTH IN FEET

10 0 PG TM Framing END RETION HRTS NOVEMER, 08 E WITH HORIZONTLS. E D WIDTH IN FEET llowable Stress Design Load LRFD Ultimate Design Load = 0 PSF (90) PSF (80) = 0 PSF (0) 0 PSF (00) = 0 PSF (90) PSF (00) D = 0 PSF (00) 8 PSF (000) E = 0 PSF (880) 00 PSF (90) WITHOUT HORIZONTLS 9 8. D E For applications beyond limitations of the above charts, nchor lips (800) are required Kawneer ompany, Inc., 00

11 NOVEMER, 08 E 99-8 PG TM Framing THERML HRTS Generic Project Specific U-factor Example alculation (Percent of Glass will vary on specific products depending on sitelines) (ased on single bay of Window Wall) '-0" D.L.O. '-0" D.L.O. '-0" D.L.O. Example Glass U-Factor = 0. Total Daylight Opening Total Projected rea '-8" F.W. tu/hr ft F = (' x ') + (' x ') = ft = (Total Daylight Opening + Total rea of Framing System) = '-8" x 9'-" = 8.8 ft 9'-" F.H. Percent of Glass = (Total Daylight Opening Total Projected rea) = ( 8.8)00 = 9% System U-Factor vs Percent of Glass rea 0.80 Kawneer ompany, Inc., 00 OG U-Factor EXMPLE (NOT FOR DESIGN) System U-Factor (TU/hr/ft / F) % Vision rea /Total rea % 0 ased on 9% glass and center of glass U-Factor of 0. System U-Factor is equal to 0.9 tu/hr ft F

12 PG TM Framing THERML HRTS Note: Values in parentheses are metric. OG = enter of Glass. harts are generated per MM 0 NOVEMER, 08 E 99-8 Kawneer ompany, Inc., 00

13 NOVEMER, 08 E 99-8 PG TM Framing THERML HRTS Kawneer ompany, Inc., 00

14 PG TM Framing THERML PERFORMNE MTRIX (NFR SIZE) NOVEMER, 08 E 99-8 Thermal Transmittance (TU/hr ft F) Glass U-Factor Overall U-Factor " GLZING WITH LUMINUM PRESSURE PLTE NOTE: For glass values that are not listed, linear interpolation is permitted.. U-Factors are determined in accordance with NFR 00.. SHG and VT values are determined in accordance with NFR 00.. Glass properties are based on center of glass values and are obtained from your glass supplier.. Overall U-Factor, SHG, and VT Matricies are based on the standard NFR specimen size of,000 mm wide by,000 mm high (8-/" by 8-/"). SHG Matrix Glass SHG Overall SHG Visible Transmittance Glass VT Overall VT Kawneer ompany, Inc.,