1600 Sloped Glazing JANUARY, 2015 EC 97911-071 Features • Easily integrates with 1600 Wall Systems • Flush grid exterior has a 2-1/2" (63.5) sightline • Rafter are available in 3-1/8" (79.4), 4-3/4" (120.7) and 6" (152.4) depths • Accepts 3/16" (4.8) to 1-5/16" (33.3) thick glazing material • Silicone Glazed option for purlins is standard • Stick system is fully factory fabricated for quality control • Corner and Splayed application available • Two color option • PermandonicTM anodized finishes in seven choices • Painted finishes in standard and custom choices 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. Optional Features • Heavyweight purlins available • 8-5/8" (219.1) rafter available for long spans Product Applications • Slope Glazing integrated with vertical Curtain Wall • Slopes terminating on a parapet wall or curb • Slopes applied to a grid subframe © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. FEATURES For specific product applications, Consult your Kawneer representative. kawneer.com ADMF010 1 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. 1600 Sloped Glazing BLANK PAGE ADMF010 kawneer.com © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 2 JANUARY, 2015 EC 97911-071 1600 Sloped Glazing JANUARY, 2015 EC 97911-071 3 INDEX PICTORIAL VIEW/GENERAL INFORMATION.................................... 4 CONSTRUCTION DETAILS..............................................................5, 6 SLOPE APPLIED TO STEEL GRID..................................................... 7 SLOPE APPLIED TO CORNERS........................................................ 8 STRUCTURAL CHARTS................................................................ 9-13 THERMAL CHARTS..................................................................... 14-22 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 (S1) conversion figures are included throughout these details for reference. Numbers in parentheses ( ) are millimeters unless otherwise noted. © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 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. 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 nonstandard and are intended to demonstrate how the system can be modified to expand design flexibility. Please contact your Kawneer representative for further assistance. The following metric (S1 ) 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. kawneer.com ADMF010 1600 Sloped Glazing 4 JANUARY, 2015 EC 97911-071 PICTORIAL VIEW / GENERAL INFORMATION APPLICATION Degree of slope is figured from the horizontal plane. Permitted slope angles are 15° to 60° inclusive. GLAZING The system is designed to accept infills of 3/16" to 1-5/16", made of either glass or polycarbonate materials. When plexiglass or lexan type glazing is used, manufacturers guidelines for glazing material, and maximum size must be consulted. Other infill thicknesses are possible but must be reviewed with your Kawneer representative. COVER Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. PRESSURE PLATE PURLIN PVC THERMAL BREAK ADMF010 kawneer.com © Kawneer Company, Inc., 2014 DEGREE OF SLOPE 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. 1600 S.G. is designed to accommodate three primary configurations. 1) Slopes integrated with vertical 1600 Wall. 2) Slopes terminating on a curb or parapet wall, 3) Slopes applied to steel grid or part of a sloped roof. Outside or Inside corners may be adapted to the first two configurations. Standard members are shown in this section. Their use will result in the most economic application of the system. Deviations from the standard are possible but should be reviewed with your Kawneer representative. 1600 Sloped Glazing JANUARY, 2015 CONSTRUCTION DETAILS EC 97911-071 SCALE 3" = 1'0" 2 5 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. 2 3A 3B 3A 3B 3C 4 1 on page 6 ELEVATION SECTION SEE "1600 WALL" FOR DETAILS OF VERTICAL WALL ELEVATION 1" GLAZING SHOWN, 3/16" TO 1-5/16" GLAZING AVAILABLE. 4-3/4" SYSTEM SHOWN, 3-1/8" AND 6" SYSTEMS AVAILABLE. SECTION 3C OPTIONAL CAPTURED PURLIN 02 4200 ADJUSTABLE HEAD 2 STRUCTURAL SILICONE GLAZED PURLIN 3A 02 4200 79 4200 © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 6 3C 3B 4 94 ADJUSTABLE EAVE 15° TO 60° INCLUSIVE kawneer.com 4200 OPTIONAL HEAVYWEIGHT PURLIN ADMF010 5 1600 Sloped Glazing 6 JANUARY, 2015 EC 97911-071 CONSTRUCTION DETAILS SCALE 3" = 1'0" sill gutter 1 1" glazing shown 3/16" to 1-5/16" AVAILABLE 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. 1 BRAKE CLOSURE ADJUSTABLE EAVE 15° TO 60° INCLUSIVE (FOR 4-3/4 RAFTER) ADJUSTABLE EAVE 15° TO 60° INCLUSIVE (FOR 6" RAFTER) RAFTERS 5 6 5 420005 420030 420005 420030 420091 420090 420091 420090 1/4" 1" 1/4" 1" NOTE: Optional 8-5/8" rafter is also available. See structural charts for capabilities. purlins STRUCTURAL SILICONE GLAZED PURLINS /2" 2-1 .5) (63 1/4" 1" 1/4" 1" NOTE: Optional heavyweight purlin for 1" infill (420094) is also available. See structural charts for capabilities. ADMF010 kawneer.com © Kawneer Company, Inc., 2014 5 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 6" (152.4) 4-3/4" (120.7) 2-1/2" (63.5) © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 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. JANUARY, 2015 1600 Sloped Glazing EC 97911-071 SLOPE APPLIED TO STEEL GRID SCALE 3" = 1'0" 420027 INTERIOR kawneer.com ADMF010 420027 STEEL AT LONG SPAN OPENING LONG SPAN APPLIED TO STRUCTURAL GRID 420028 INTERIOR 420028 1/4" (6.4) GLAZING 4200 77 1" (25.4) GLAZING 4200 79 7 SCALE 3" = 1'0" ELEVATION PLAN 1/4" INFILL INSIDE CORNER PLAN NOTE: ANGLES ARE VARIABLE AND ARE ACCOMPLISHED BY USE OF BRAKE FILLER INSERTS. NOTE: FOR CONDITIONS NOT SHOWN CONSULT YOUR KAWNEER REPRESENTATIVE. OUTSIDE CORNER HIP RAFTER 1" INFILL 1/4" INFILL ADMF010 kawneer.com © Kawneer Company, Inc., 2014 SLOPE APPLIED TO CORNERS 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. 1600 Sloped Glazing Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 8 JANUARY, 2015 EC 97911-071 VALLEY RAFTER 1" INFILL ELEVATION 1600 Sloped Glazing JANUARY, 2015 EC 97911-071 9 STRUCTURAL CHARTS CHARTS ARE FOR RAFTERS WITH S.S.G. PURLINS 1" INFILL THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SECTIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE. RAFTER CENTERS (IN METERS) .5 20 1 2 1.5 5.5 2 1.5 16 15 A 5 B 4.5 C 4 14 13 D 12 3.5 E 11 F 10 B 18 420030 420090 I= 5.854 (244 X 10 ) S= 2.151 (5.62 X 103) I= 12.621 (.525 X 10 ) S= 3.724 (61.0 X 103) 4 4 3 RAFTER LENGTH (IN FEET) 17 6 19 RAFTER LENGTH (IN METERS) 18 17 5.5 C 16 5 D 15 4.5 E 14 F 13 4 12 3.5 11 10 9 2.5 8 7 2 3 4 5 6 7 2.5 8 2 1 3 9 420079 420079 8 I= .232 (.965 X 10 ) S= .343 (5.62 X 103) 7 I= .232 (.965 X 10 ) S= .343 (5.62 X 103) 5 RAFTER CENTERS (IN FEET) 5 1 2 3 4 5 6 7 8 RAFTER CENTERS (IN FEET) RAFTER CENTERS (IN METERS) .5 25 1 B 2 1.5 A A = 20 (960 Pa) B = 30 (1440 Pa) C = 40 (1920 Pa) D = 50 (2400 Pa) E = 70 (3360 Pa) F = 90 (4310 Pa) 7.5 24 7 C RAFTER LENGTH (IN FEET) 6.5 D 21 20 6 E 19 18 5.5 F 17 5 16 15 4.5 RAFTER LENGTH (IN METERS) 23 22 © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 1 A 20 19 6 .5 21 6 RAFTER LENGTH (IN METERS) RAFTER CENTERS (IN METERS) RAFTER LENGTH (IN FEET) 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. Mullions are designed for deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable wind load stress for ALUMINUM 15,152 psi (104MPa), STEEL 30,000 psi (207MPa.). Charted curves, in all cases are for the limiting value. If the design wind load is determined through the analytical procedures of ASCE/SEI 7-10 or earlier editions, the load shall be based on the nominal loads used in allowable stress design. A 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. 420092 I= 33.319 (1387 X 104) S= 7.086 (116.1 X 103) 14 4 13 12 11 3.5 1 2 3 4 5 6 7 8 RAFTER CENTERS (IN FEET) kawneer.com ADMF010 420079 I= .232 (.965 X 105) S= .343 (5.62 X 103) 1600 Sloped Glazing 10 JANUARY, 2015 EC 97911-071 STRUCTURAL CHARTS CHARTS ARE FOR RAFTERS WITH S.S.G. PURLINS 1" INFILL THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SECTIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE. RAFTER CENTERS (IN METERS) 2 1.5 18 4 D 12 3.5 E 11 F 10 3 9 420030 420090 I= 5.854 (244 X 104) S= 2.151 (35.2X 103) I= 12.621 (525 X 104) S = 3.724 (61. 0 X 103) RAFTER LENGTH (IN FEET) C 5.5 C 5 16 D 15 4.5 E 14 F 13 4 12 3.5 11 10 2.5 8 3 9 7 2.5 8 2 6 2 3 4 5 6 7 7 420094 420094 I= 1.027 (42.7 X 104) S= 0.811 (13.3 X 103) I= 1.027 (42.7 X 104) S= 0.811 (13.3 X 103) 6 8 RAFTER CENTERS (IN FEET) 1 2 3 4 5 6 7 8 RAFTER CENTERS (IN FEET) RAFTER CENTERS (IN METERS) .5 24 1 B 23 2 1.5 A = 20 (960 Pa) B = 30 (1440 Pa) C = 40 (1920 Pa) D = 50 (2400 Pa) E = 70 (3360 Pa) F = 90 (4310 Pa) A C 7 D 6.5 22 21 20 6 E 19 18 5.5 F 17 5 16 15 4.5 14 420092 I= 33.319 (1387 X 104) S = 7.086 (116.1 X 103) 4 13 12 3.5 11 10 RAFTER LENGTH (IN METERS) 1 RAFTER LENGTH (IN FEET) RAFTER LENGTH (IN FEET) 4.5 B 13 6 B 17 RAFTER LENGTH (IN METERS) 5 16 14 2 1.5 18 A 15 1 A 19 17 5 .5 20 1 2 3 4 5 6 7 420094 8 RAFTER CENTERS (IN FEET) I = 1.027 (61.0 X 103) S = 0.811 (13.3 X 103) ADMF010 kawneer.com © Kawneer Company, Inc., 2014 19 1 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. .5 RAFTER LENGTH (IN METERS) RAFTER CENTERS (IN METERS) 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. Mullions are designed for deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable wind load stress for ALUMINUM 15,152 psi (104MPa), STEEL 30,000 psi (207MPa.). Charted curves, in all cases are for the limiting value. If the design wind load is determined through the analytical procedures of ASCE/SEI 7-10 or earlier editions, the load shall be based on the nominal loads used in allowable stress design. A 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. 1600 Sloped Glazing JANUARY, 2015 EC 97911-071 11 STRUCTURAL CHARTS CHARTS ARE FOR RAFTERS WITH CAPTURED PURLINS 1" INFILL THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SECTIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE. RAFTER CENTERS (IN METERS) .5 20 1 2 1.5 19 5.5 2 1.5 15 14 5 B 4.5 C 13 4 D 12 11 E 10 F 3.5 3 420030 420090 I= 5.854 (244 X 104) S= 2.151 (35. X 103) I= 12.621 (525 X 104) S= 3.724 (61.0 X 103) RAFTER LENGTH (IN FEET) 16 A B 5.5 18 RAFTER LENGTH (IN METERS) 17 6 19 17 C 16 D 15 5 4.5 E 14 F 13 4 12 3.5 11 10 9 2.5 8 7 2 3 4 5 6 7 8 2.5 8 420002 420002 I= 1.025 (42.7 X 104) S= 0.620 (1.02 X 104) I= 1.025 (42.7 X 104) S= 0.620 (1.02 X 104) 2 1 3 9 RAFTER CENTERS (IN FEET) 7 1 2 3 4 5 6 7 8 RAFTER CENTERS (IN FEET) RAFTER CENTERS (IN METERS) .5 1 B 24 23 2 1.5 A C 7 D 6.5 RAFTER LENGTH (IN FEET) 22 21 20 6 E 19 18 A = 20 (960 Pa) B = 30 (1440 Pa) C = 40 (1920 Pa) D = 50 (2400 Pa) E = 70 (3360 Pa) F = 90 (4310 Pa) 7.5 5.5 F 17 5 16 15 4.5 RAFTER LENGTH (IN METERS) 25 © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 1 A 20 18 6 .5 21 6 RAFTER LENGTH (IN METERS) RAFTER CENTERS (IN METERS) RAFTER LENGTH (IN FEET) 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. Mullions are designed for deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable wind load stress for ALUMINUM 15,152 psi (104MPa), STEEL 30,000 psi (207MPa.). Charted curves, in all cases are for the limiting value. If the design wind load is determined through the analytical procedures of ASCE/SEI 7-10 or earlier editions, the load shall be based on the nominal loads used in allowable stress design. A 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. 420092 I= 33.319 (1387 X 104) S= 7.086 (116.1 X 103) 14 4 13 12 11 3.5 1 2 3 4 5 6 7 8 RAFTER CENTERS (IN FEET) kawneer.com ADMF010 420002 I= 1.025 (42.7 X 105) S= 0.620 (1.02 X 104) 1600 Sloped Glazing 12 JANUARY, 2015 EC 97911-071 STRUCTURAL CHARTS CHARTS ARE FOR RAFTERS WITH S.S.G. PURLINS 1/4" INFILL THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SECTIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE. RAFTER CENTERS (IN METERS) 2 1.5 5.5 2 1.5 5 16 15 B 14 C 13 4.5 4 D 12 E 11 3.5 F 10 420005 420091 I= 6.533 (272 X 104) S= 2.455 (40.2X 103) I= 13.579 (565 X 104) S= 1.060 (66.5 X 103) RAFTER LENGTH (IN FEET) A 17 6 19 RAFTER LENGTH (IN METERS) 18 B 5.5 18 17 C 16 D 5 15 4.5 E 14 F 13 4 12 3.5 11 3 10 9 2.5 8 7 2 3 4 5 6 7 420077 I= .739 (3.08 X 105) S= .710 (1.16 X 104) I= .739 (3.08 X 105) S= .710 (1.16 X 104) 7 8 RAFTER CENTERS (IN FEET) 2.5 8 420077 1 2 3 4 5 6 7 8 RAFTER CENTERS (IN FEET) RAFTER CENTERS (IN METERS) .5 25 1 2 1.5 A B C 23 22 7 D 6.5 21 20 E 6 F 5.5 19 18 A = 20 (960 Pa) B = 30 (1440 Pa) C = 40 (1920 Pa) D = 50 (2400 Pa) E = 70 (3360 Pa) F = 90 (4310 Pa) 7.5 24 17 5 16 15 RAFTER LENGTH (IN METERS) 1 3 9 2 RAFTER LENGTH (IN FEET) RAFTER LENGTH (IN FEET) 1 A 20 19 6 .5 21 6 420093 I= 33.851 (1492 X 104) S= 7.791 (127.7 X 103) 4.5 14 4 13 12 11 3.5 1 2 3 4 5 6 7 8 RAFTER CENTERS (IN FEET) 420077 I= .739 (3.07 X 105) S= .710 (1.16 X 104) ADMF010 kawneer.com © Kawneer Company, Inc., 2014 20 1 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. .5 RAFTER LENGTH (IN METERS) RAFTER CENTERS (IN METERS) 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. Mullions are designed for deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable wind load stress for ALUMINUM 15,152 psi (104MPa), STEEL 30,000 psi (207MPa.). Charted curves, in all cases are for the limiting value. If the design wind load is determined through the analytical procedures of ASCE/SEI 7-10 or earlier editions, the load shall be based on the nominal loads used in allowable stress design. A 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. 1600 Sloped Glazing JANUARY, 2015 EC 97911-071 13 STRUCTURAL CHARTS CHARTS ARE FOR RAFTERS WITH CAPTURED PURLINS 1" INFILL THE INTERSECTION OF RAFTER LENGTH AND RAFTER CENTERS REPRESENTS THE MAXIMUM COMBINED LOAD FOR THE SECTIONS SHOWN ADJACENT TO THE CHARTS. CONSULT A KAWNEER REPRESENTATIVE. RAFTER CENTERS (IN METERS) .5 20 1 2 1.5 19 5.5 2 1.5 16 B 15 14 4.5 C 13 4 D 12 3.5 E 11 F 10 3 420005 420091 I= 6.533 (272 X 104) S= 2.455 (40.2 X 103) I= 13.579 (.965 X 105) S= 1.060 (66.5 X 103) RAFTER LENGTH (IN FEET) 5 B 5.5 18 RAFTER LENGTH (IN METERS) A 17 6 19 9 C 17 5 16 D 15 4.5 E 14 4 F 13 12 3.5 11 10 2.5 8 7 2 1 2 3 4 5 6 7 3 9 8 RAFTER CENTERS (IN FEET) 2.5 8 420004 420004 I= 1.060 (4.40 X 105) S= 750 (1.23 X 104) I= 1.080 (4.40 X 105) S= 750 (1.23 X 104) 7 1 2 3 4 5 6 7 8 RAFTER CENTERS (IN FEET) RAFTER CENTERS (IN METERS) .5 25 1 B 2 1.5 A A = 20 (960 Pa) B = 30 (1440 Pa) C = 40 (1920 Pa) D = 50 (2400 Pa) E = 70 (3360 Pa) F = 90 (4310 Pa) 7.5 24 C RAFTER LENGTH (IN FEET) 22 7 D 6.5 21 20 E 6 F 5.5 19 18 17 5 16 15 4.5 RAFTER LENGTH (IN METERS) 23 © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 1 A 20 18 6 .5 21 6 RAFTER LENGTH (IN METERS) RAFTER CENTERS (IN METERS) RAFTER LENGTH (IN FEET) 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. Mullions are designed for deflection limitations in accordance with AAMA TIR-A11 of L/175 up to 13'-6" and L/240 +1/4" above 13'-6". These curves are for mullions WITH HORIZONTALS and are based on engineering calculations for stress and deflection. Allowable wind load stress for ALUMINUM 15,152 psi (104MPa), STEEL 30,000 psi (207MPa.). Charted curves, in all cases are for the limiting value. If the design wind load is determined through the analytical procedures of ASCE/SEI 7-10 or earlier editions, the load shall be based on the nominal loads used in allowable stress design. A 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. 420093 I= 35.851 (1492 X 105) S= 7.791 (127.7 X 103) 14 4 13 12 11 3.5 1 2 3 4 5 6 7 8 RAFTER CENTERS (IN FEET) kawneer.com ADMF010 420004 I= 1.060 (4.40 X 105) S= 750 (1.23 X 103) 1600 Sloped Glazing JANUARY, 2015 THERMAL CHARTS EC 97911-071 Generic Project Specific U-factor Example Calculation (Percent of Glass will Vary on specific products depending on sitelines) 15'-8" 2'-0" 9'-6" 7'-0" 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. 5'-0" Example Glass Ufactor = 0.42 Btu/hr·ft2·oF Total Daylight Opening = 3(5' x 7') + 3(5' x 2') = 135ft2 Total Projected Area = (Total Daylight Opening + Total Area of Framing System) = 15'8" x 9'6" = 148.83ft2 Percent of Glass = (Total Daylight Opening ÷ Total Projected Area) = (135 ÷ 148.83)100 = 91% System Ufactor vs Percent of Glass Area 0.80 E IGN PL S M E A D EX OR F T O 0.60 0.55 0.50 0.49 0.45 0.40 0.35 0.30 ) 0.48 0.46 0.44 0.42 0.40 0.38 0.36 0.34 0.32 0.30 0.28 0.26 0.24 0.22 0.20 70 75 85 80 0.20 90 91% 0.25 Percent of Glass Based on 91% glass and Center of Glass (COG) Ufactor of 0.42 System Ufactor is equal to 0.49 Btu/hr·ft2·oF ADMF010 kawneer.com © Kawneer Company, Inc., 2014 (N 0.65 System Ufactor (BTU/hr·ft2·oF) 0.70 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 0.75 95 14 1600 Sloped Glazing JANUARY, 2015 EC 97911-071 THERMAL CHARTS Note: Values in parentheses are metric. COG=Center of Glass. Charts are generated per AAMA 507. CAPTURED GLAZING System Ufactor (BTU/hr·ft2·oF) 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. System Ufactor vs Percent of Glass Area 0.48 (2.73) 0.46 (2.61) 0.44 (2.50) 0.42 (2.39) 0.40 (2.27) 0.38 (2.16) 0.36 (2.05) 0.34 (1.93) 0.32 (1.82) 0.30 (1.71) 0.28 (1.59) 0.26 (1.48) 0.24 (1.37) 0.22 (1.25) 0.20 (1.14) 0.18 (1.02) 0.16 (0.91) 0.14 (0.79) 0.12 (0.68) 0.10 (0.57) © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. COG Ufactor Percent of Glass = Vision Area/Total Area (Total Daylight Opening / Projected Area) Notes for System UFactor, 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. kawneer.com ADMF010 15 COG SHGC Vision Area / Total Area (%) COG VT Vision Area / Total Area (%) ADMF010 kawneer.com © Kawneer Company, Inc., 2014 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. System SHGC 1600 Sloped Glazing Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. System VT 16 JANUARY, 2015 EC 97911-071 CAPTURED GLAZING System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area System Visible Transmittance (VT) vs Percent of Vision Area 1600 Sloped Glazing JANUARY, 2015 EC 97911-071 THERMAL PERFORMANCE MATRIX CAPTURED GLAZING Glass UFactor 3 Overall UFactor 4 0.48 0.64 0.46 0.62 0.44 0.60 0.42 0.59 0.40 0.57 0.38 0.55 0.36 0.54 0.34 0.52 0.32 0.50 0.30 0.48 0.28 0.47 0.26 0.45 0.24 0.43 0.22 0.41 0.20 0.39 0.18 0.38 0.16 0.36 0.14 0.34 0.12 0.32 0.10 0.31 NOTE: For glass values that are not listed, linear interpolation is permitted. 1. UFactors are determined in accordance with NFRC 100. 2. SHGC and VT values are determined in accordance with NFRC 200. 3. Glass properties are based on center of glass values and are obtained from your glass supplier. 4. Overall UFactor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2000mm wide by 2000mm high (78-3/4" by 78-3/4"). © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 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. Thermal Transmittance 1 kawneer.com ADMF010 17 1600 Sloped Glazing JANUARY, 2015 EC 97911-071 THERMAL PERFORMANCE MATRIX CAPTURED GLAZING Visible Transmittance 2 Glass SHGC 3 Overall Glass UFactor 4 Glass VT 3 Overall VT 4 0.75 0.69 0.75 0.67 0.70 0.64 0.70 0.63 0.65 0.60 0.65 0.58 0.60 0.55 0.60 0.54 0.55 0.51 0.55 0.49 0.50 0.47 0.50 0.45 0.45 0.42 0.45 0.40 0.40 0.38 0.40 0.36 0.35 0.33 0.35 0.31 0.30 0.29 0.30 0.27 0.25 0.24 0.25 0.22 0.20 0.20 0.20 0.18 0.15 0.15 0.15 0.13 0.10 0.11 0.10 0.09 0.05 0.06 0.05 0.04 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. SHGC Matrix 2 1. UFactors are determined in accordance with NFRC 100. 2. SHGC and VT values are determined in accordance with NFRC 200. 3. Glass properties are based on center of glass values and are obtained from your glass supplier. 4. Overall UFactor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2000mm wide by 2000mm high (78-3/4" by 78-3/4"). ADMF010 kawneer.com © Kawneer Company, Inc., 2014 NOTE: For glass values that are not listed, linear interpolation is permitted. Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 18 1600 Sloped Glazing JANUARY, 2015 EC 97911-071 THERMAL CHARTS Note: Values in parentheses are metric. COG=Center of Glass. Charts are generated per AAMA 507. SSG GLAZING System Ufactor (BTU/hr·ft2·oF) 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. System Ufactor vs Percent of Glass Area 0.48 (2.73) 0.46 (2.61) 0.44 (2.50) 0.42 (2.39) 0.40 (2.27) 0.38 (2.16) 0.36 (2.05) 0.34 (1.93) 0.32 (1.82) 0.30 (1.71) 0.28 (1.59) 0.26 (1.48) 0.24 (1.37) 0.22 (1.25) 0.20 (1.14) 0.18 (1.02) 0.16 (0.91) 0.14 (0.79) 0.12 (0.68) 0.10 (0.57) © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. COG Ufactor Percent of Glass = Vision Area/Total Area (Total Daylight Opening / Projected Area) Notes for System UFactor, 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. kawneer.com ADMF010 19 COG SHGC Vision Area / Total Area (%) COG VT Vision Area / Total Area (%) ADMF010 kawneer.com © Kawneer Company, Inc., 2014 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. System SHGC 1600 Sloped Glazing Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. System VT 20 JANUARY, 2015 EC 97911-071 SSG GLAZING System Solar Heat Gain Coefficient (SHGC) vs Percent of Vision Area System Visible Transmittance (VT) vs Percent of Vision Area 1600 Sloped Glazing JANUARY, 2015 EC 97911-071 THERMAL PERFORMANCE MATRIX SSG GLAZING Glass UFactor 3 Overall UFactor 4 0.48 0.63 0.46 0.62 0.44 0.60 0.42 0.58 0.40 0.56 0.38 0.55 0.36 0.53 0.34 0.51 0.32 0.49 0.30 0.48 0.28 0.46 0.26 0.44 0.24 0.42 0.22 0.40 0.20 0.39 0.18 0.37 0.16 0.35 0.14 0.33 0.12 0.32 0.10 0.30 NOTE: For glass values that are not listed, linear interpolation is permitted. 1. UFactors are determined in accordance with NFRC 100. 2. SHGC and VT values are determined in accordance with NFRC 200. 3. Glass properties are based on center of glass values and are obtained from your glass supplier. 4. Overall UFactor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2000mm wide by 2000mm high (78-3/4" by 78-3/4"). © Kawneer Company, Inc., 2014 Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 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. Thermal Transmittance 1 kawneer.com ADMF010 21 1600 Sloped Glazing JANUARY, 2015 EC 97911-071 THERMAL PERFORMANCE MATRIX SSG GLAZING Visible Transmittance 2 Glass SHGC 3 Overall Glass UFactor 4 Glass VT 3 Overall VT 4 0.75 0.69 0.75 0.68 0.70 0.65 0.70 0.63 0.65 0.60 0.65 0.59 0.60 0.56 0.60 0.54 0.55 0.51 0.55 0.50 0.50 0.47 0.50 0.45 0.45 0.42 0.45 0.41 0.40 0.38 0.40 0.36 0.35 0.33 0.35 0.32 0.30 0.29 0.30 0.27 0.25 0.24 0.25 0.23 0.20 0.20 0.20 0.18 0.15 0.15 0.15 0.14 0.10 0.11 0.10 0.09 0.05 0.06 0.05 0.05 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. SHGC Matrix 2 1. UFactors are determined in accordance with NFRC 100. 2. SHGC and VT values are determined in accordance with NFRC 200. 3. Glass properties are based on center of glass values and are obtained from your glass supplier. 4. Overall UFactor, SHGC, and VT Matricies are based on the standard NFRC specimen size of 2000mm wide by 2000mm high (78-3/4" by 78-3/4"). ADMF010 kawneer.com © Kawneer Company, Inc., 2014 NOTE: For glass values that are not listed, linear interpolation is permitted. Kawneer reserves the right to change configuration without prior notice when deemed necessary for product improvement. 22