2500 UT Unitwall System

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1 JULY, FETURES 1 Features 2500 UT Unitwall is a pre-glazed unitized curtain wall 2-1/2" (63.5) sight line and 7-1/2" (0.5) Captured system depth or 6-1/2" (5.1) 4-side SSG system depth Prefabricated and shipped knocked-down / assembled and glazed / stock length Polyamide Thermal reak Screw spline shop assembly Shop glazed infill options: - 1" (25.4) insulating vision - 1" (25.4) insulating spandrel Three system types available: - Captured - 4-side SSG - Vertical SSG No exterior applied joint seals Exterior re-glazing capability 0 and 5 inside and outside corners Top of slab fully adjustable anchoring ±1" in & out, up & down and left & right Fully tested including thermal and acoustical Two color option Permanodic TM anodized finishes in seven choices Painted finishes in standard and custom choices Optional Features Steel reinforcing available ccepts GLSSvent TM UT windows with captured system type Profit$Maker TM plus die sets available Product pplications Suitable for new construction or remodel Ideal for mid-rise and high-rise applications For specific product applications, Consult your Kawneer representative.

2 2 LNK PGE JULY,

3 JULY, INDEX 3 rchitects Most extrusions 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. PICTORIL VIEWS...4, 5 TYPICL DETILS (CPTURED SYSTEM)...6 TYPICL DETILS (4-SIDE SSG SYSTEM)...7 TYPICL DETILS (VERTICL SSG SYSTEM)... CORNER DETILS..., GLSSvent TM UT WINDOWS... NCHORING... WIND LOD CHRTS...- DEDLOD CHRTS... THERML CHRTS LWS ND UILDING ND SFETY CODES GOVERNING THE DESIGN ND USE OF GLZED ENTRNCE, WINDOW, ND CURTIN WLL PRODUCTS VRY WIDELY. KWNEER DOES NOT CONTROL THE SELECTION OF PRODUCT CONFIGURTIONS, 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 Kawneer reserves the right to change configurations without prior notice when deemed necessary for product improvement.

4 4 PICTORIL VIEW JULY, INTERIOR EXTERIOR TYPICL UNIT (CPTURED SYSTEM)

5 JULY, PICTORIL VIEW 5 EXTERIOR CPTURED SYSTEM SHOWN

6 6 TYPICL DETILS (CPTURED SYSTEM) JULY, SCLE: 3" = 1'-0" TYPICL ELEVTION (CPTURED SYSTEM) 7 2 1/2" (63.5) 7 1/2" (0.5) OPTIONL STEEL REINFORCING S REQUIRED

7 JULY, TYPICL DETILS (4-SIDE SSG SYSTEM) 7 SCLE: 3" = 1'-0" TYPICL ELEVTION (4-SIDE SSG SYSTEM) 7 2 1/2" (63.5) 1 6 1/2" (5.1) OPTIONL STEEL REINFORCING S REQUIRED

8 TYPICL DETILS (VERTICL SSG SYSTEM) JULY, SCLE: 3" = 1'-0" TYPICL ELEVTION (VERTICL SSG SYSTEM) 7 2 1/2" (63.5) 7 1/2" (0.5) OPTIONL STEEL REINFORCING S REQUIRED

9 JULY, SCLE: 3" = 1'-0" CORNER DETILS (CPTURED SYSTEM) 0 OUTSIDE CORNER 0 INSIDE CORNER 5 OUTSIDE CORNER 5 INSIDE CORNER

10 CORNER DETILS (SSG SYSTEM) JULY, SCLE: 3" = 1'-0" 0 SSG OUTSIDE CORNER 0 SSG INSIDE CORNER 5 SSG OUTSIDE CORNER 5 SSG INSIDE CORNER

11 JULY, SCLE: 3" = 1'-0" GLSSvent TM UT WINDOWS HED JM Project-Out GLSSvent UT Window Shown Casement Window Similar SILL (With Captured System Only)

12 NCHORING JULY, SEE SECTION CUTS ELOW 2-1/" (54) 3/4" () 2-1/" (54) 1-5/" (33) 2" Nominal ±1" uilding Tolerance 5-1/4" (3.4) " (3.2) ±1" uilding Tolerance /" () 6" (2) 2-7/" (62) /" () /" () 6" (2) 2-7/" (62) /" () 2-3/4" (70) ±1" (25.4) 2-3/4" (70) ±1" (25.4) NCHOR T JM NCHOR T MULLION

13 JULY, WIND LOD / DED LOD CHRTS WIND LOD CHRTS Mullions are designed for deflection limitations in accordance with M TIR- of L/5 up to '-6" and L/240 +1/4" above '-6". These curves are for mullions WITH HORIZONTLS and are based on engineering calculations for stress and deflection. llowable wind load stress for LUMINUM,2 psi (4MPa), STEEL 30,000 psi (7MPa). 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. 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 0.6 per SCE/SEI 7. 4/3 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 CHRTS Horizontal or deadload limitations are based upon 1/" (3.2), maximum allowable deflection at the center of an intermediate horizontal member. The accompanying charts are calculated for 1" (25.4) thick insulating glass or 1/4" (6.4) thick glass supported on two setting blocks placed at the loading points shown.

14 WIND LOD CHRTS JULY, When mullion is used in a SSG application, curves become straight due to structural silicone limits, represented by dashed lines on chart. *Charts are for typical spans, not beginning or ending spans. C/L of stack horizontal to be at noted stool height above C/L of anchor. SSG Structural Silicone Limit - Silicone joint contact is.625". MULLION HEIGHT IN FEET SINGLE SPN MULLION CENTERS IN METERS C D E 3.5 MULLION HEIGHT IN METERS llowable Stress Design Load LRFD Ultimate Design Load = PSF (60) 33 PSF (0) = 30 PSF (40) 50 PSF (2400) C = 40 PSF () 67 PSF (30) D = 50 PSF (2400) 3 PSF (4000) E = 60 PSF () 0 PSF (470) MULLION HEIGHT IN FEET *MULTI-SPN 24" SPLICE LOCTION MULLION CENTERS IN METERS C D E MULLION HEIGHT IN METERS MULLION CENTERS IN FEET I =.424 (32.25 x 4 ) S = 3. (52.57 x 3 ) MULLION CENTERS IN FEET 2.5 MULLION HEIGHT IN FEET *MULTI-SPN 30" SPLICE LOCTION MULLION CENTERS IN METERS C D E MULLION HEIGHT IN METERS MULLION HEIGHT IN FEET *MULTI-SPN 36" SPLICE LOCTION MULLION CENTERS IN METERS C D E MULLION HEIGHT IN METERS MULLION CENTERS IN FEET MULLION CENTERS IN FEET

15 JULY, WIND LOD CHRTS When mullion is used in a SSG application, curves become straight due to structural silicone limits, represented by dashed lines on chart. *Charts are for typical spans, not beginning or ending spans. C/L of stack horizontal to be at noted stool height above C/L of anchor. SSG Structural Silicone Limit - Silicone joint contact is.625". MULLION HEIGHT IN FEET SINGLE SPN with 1/2" x 3-1/2" Steel ar MULLION CENTERS IN METERS C D E MULLION HEIGHT IN METERS llowable Stress Design Load LRFD Ultimate Design Load = PSF (60) 33 PSF (0) = 30 PSF (40) 50 PSF (2400) C = 40 PSF () 67 PSF (30) D = 50 PSF (2400) 3 PSF (4000) E = 60 PSF () 0 PSF (470) *MULTI-SPN 24" SPLICE LOCTION with 1/2" x 3-1/2" Steel ar MULLION HEIGHT IN FEET MULLION CENTERS IN METERS C D E MULLION HEIGHT IN METERS MULLION CENTERS IN FEET WITH 1/2" X 3-1/2" STEEL R MULLION CENTERS IN FEET 2.5 *MULTI-SPN 30" SPLICE LOCTION with 1/2" x 3-1/2" Steel ar MULLION HEIGHT IN FEET MULLION CENTERS IN METERS C D E MULLION HEIGHT IN METERS (luminum) I =.424 (32.25 x 4 ) S = 3. (52.57 x 3 ) (Steel) I = 1.76 (74.34 x 4 ) S = 21 (.73 x 3 ) *MULTI-SPN 36" SPLICE LOCTION with 1/2" x 3-1/2" Steel ar MULLION HEIGHT IN FEET MULLION CENTERS IN METERS C D E MULLION HEIGHT IN METERS MULLION CENTERS IN FEET MULLION CENTERS IN FEET

16 WIND LOD CHRTS JULY, When mullion is used in a SSG application, curves become straight due to structural silicone limits, represented by dashed lines on chart. *Charts are for typical spans, not beginning or ending spans. C/L of stack horizontal to be at noted stool height above C/L of anchor. SSG Structural Silicone Limit - Silicone joint contact is.625". MULLION HEIGHT IN FEET SINGLE SPN with (2) 1/2" x 3-1/2" Steel ars MULLION CENTERS IN METERS C D E MULLION HEIGHT IN METERS llowable Stress Design Load LRFD Ultimate Design Load = PSF (60) 33 PSF (0) = 30 PSF (40) 50 PSF (2400) C = 40 PSF () 67 PSF (30) D = 50 PSF (2400) 3 PSF (4000) E = 60 PSF () 0 PSF (470) *MULTI-SPN 24" SPLICE LOCTION with (2) 1/2" x 3-1/2" Steel ars MULLION HEIGHT IN FEET MULLION CENTERS IN METERS C D E MULLION HEIGHT IN METERS MULLION CENTERS IN FEET WITH (2) 1/2" X 3-1/2" STEEL RS MULLION CENTERS IN FEET 2.5 *MULTI-SPN 30" SPLICE LOCTION with (2) 1/2" x 3-1/2" Steel ars MULLION CENTERS IN METERS MULLION HEIGHT IN FEET C D E MULLION HEIGHT IN METERS (luminum) I =.424 (32.25 x 4 ) S = 3. (52.57 x 3 ) (Steel) I = (.67 x 4 ) S = (33.44 x 3 ) *MULTI-SPN 36" SPLICE LOCTION with (2) 1/2" x 3-1/2" Steel ars MULLION CENTERS IN METERS MULLION HEIGHT IN FEET C D E MULLION HEIGHT IN METERS MULLION CENTERS IN FEET MULLION CENTERS IN FEET 2.5

17 JULY, DEDLOD CHRTS 4270 SPN IN METERS = 1" GLSS (1/4 POINT LODING) = 1" GLSS (1/ POINT LODING) 4270 SPN IN METERS GLSS HEIGHT IN FEET GLSS HEIGHT IN METERS 4270 I = 1.67 (1.7 x 4 ) S = 1.5 (24.3 x 3 ) 4270 I = 1 (42.37 x 4 ) S = 0.72 (.3 x 3 ) SPN IN FEET SPN IN FEET 7 GLSS HEIGHT IN FEET GLSS HEIGHT IN METERS

18 1 THERML CHRTS JULY, Generic Project Specific U-factor Example Calculation (Percent of Glass will vary on specific products depending on sitelines) (ased on single bay of Curtain Wall/Window Wall) 31'-3" '-0" 6'-0" '-0" 4'-0" 3'-0" D.L.O. D.L.O. D.L.O. D.L.O. D.L.O. SPNDREL VISION VISION SPNDREL VISION 2-1/2" Typ. 2-1/2" Typ. Vision rea Spandrel rea Example Glass U-factor 5'-0" D.L.O. = 0.42 tu/(ft 2 h F) Vision rea = 5( + + 4) = ft 2 Total rea (Vision) = 5' 2-1/2" (' 3-3/4" + ' 2-1/2" + 4' 2-1/2") = 1.2 ft 2 Percentage of Vision Glass Example Spandrel R-value = (Vision rea Total rea)0 = ( 1.2)0 = 3% = (ft 2 h F)/tu Spandrel rea = 5(6 + 3) = 4 ft 2 Total rea (Spandrel) = 5' 2-1/2" (6' 2-1/2" + 3' 3-3/4") = 4.6 ft 2 Percent of Spandrel = (Spandrel rea Total rea)0 = (4 4.6)0 = 1%

19 JULY, THERML CHRTS Vision rea Chart System U-factor vs Percent of Vision rea COG U-Factor % EXMPLE (NOT FOR DESIGN) Vision rea / Total rea (%) ased on 3% glass and center of glass U-Factor of 0.42 System U-Factor is equal to 0.47 tu/hr ft 2 F System U-Factor (tu/hr ft 2 F) Spandrel rea Chart Spandrel R-value % EXMPLE (NOT FOR DESIGN) System U-factor vs Percent of Spandrel rea Spandrel rea / Total rea (%) ased on 1% spandrel and center of spandrel R-value of, system U-factor is equal to 0.21 tu/hr ft 2 F System U-Factor (tu/hr ft 2 F)

20 THERML CHRTS Captured System JULY, System U-Factor vs Percent of Glass rea 0.70 COG U-Factor Vision rea / Total rea % System U-Factor (tu/hr ft 2 F) Notes for System U-Factor, SHGC and VT charts: For glass values that are not listed, linear interpolation is permitted. Glass properties are based on center of glass values and are obtained from your glass supplier.

21 JULY, THERML CHRTS 21 Note: R-Values indicates center of spandrel value. R-wrap indicates insulation covering interior mullions. Charts are generated per M 507. Spandrel R-Value R2 R3 R4 R5 R R R R30 R wrap R30 wrap 5 0 System U-Factors for Spandrel Glass System U-Factor (tu/h ft 2 F) Spandrel rea / Total rea (%)

22 22 THERML CHRTS Captured System System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision rea JULY, COG SHGC Vision rea / Total rea % (Total Daylight Opening / Projected rea) System SHGC Charts are generated per M 507 COG VT Captured System Visible Transmittance (VT) vs Percent of Vision rea System VT Vision rea / Total rea % (Total Daylight Opening / Projected rea)

23 JULY, THERML PERFORMNCE MTRIX (NFRC SIZE) 23 Thermal Transmittance 1 (TU/hr ft 2 F) Glass U-Factor 3 Overall U-Factor Captured System 1" GLZING NOTE: For glass values that are not listed, linear interpolation is permitted. 1. U-Factors are determined in accordance with NFRC SHGC and VT values are determined in accordance with NFRC Glass properties are based on center of glass values and are obtained from your glass supplier. 4. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 00mm wide by 00mm high (7-3/4" by 7-3/4"). SHGC Matrix 2 Glass SHGC 3 Overall SHGC Visible Transmittance 2 Glass VT 3 Overall VT

24 24 THERML CHRTS SSG SYSTEM JULY, System U-Factor vs Percent of Glass rea 0.70 COG U-Factor Vision rea / Total rea % System U-Factor (tu/hr ft 2 F) Notes for System U-Factor, SHGC and VT charts: For glass values that are not listed, linear interpolation is permitted. Glass properties are based on center of glass values and are obtained from your glass supplier.

25 JULY, THERML CHRTS SSG SYSTEM System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision rea 25 COG SHGC Vision rea / Total rea % (Total Daylight Opening / Projected rea) System SHGC Charts are generated per M 507 SSG SYSTEM Visible Transmittance (VT) vs Percent of Vision rea COG VT System VT Vision rea / Total rea % (Total Daylight Opening / Projected rea)

26 26 THERML PERFORMNCE MTRIX (NFRC SIZE) JULY, Thermal Transmittance 1 (TU/hr ft 2 F) Glass U-Factor 3 Overall U-Factor SSG System 1" GLZING NOTE: For glass values that are not listed, linear interpolation is permitted. 1. U-Factors are determined in accordance with NFRC SHGC and VT values are determined in accordance with NFRC Glass properties are based on center of glass values and are obtained from your glass supplier. 4. Overall U-Factor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 00mm wide by 00mm high (7-3/4" by 7-3/4"). SHGC Matrix 2 Glass SHGC 3 Overall SHGC Visible Transmittance 2 Glass VT 3 Overall VT

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