Building Science. Design Issues. Design Issues. Advanced Framing. Stack Framing Concept. Advanced Framing. Use Less Stuff Better
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1 SUPPLY CENTRAL RETURN WALL 1 TW3046 TW3046 TW3046 TW UP SUPPLY TW3046 TW Õ-2Ó * 19Õ-2Ó * 16Ó 16Ó 16Ó 16Ó Joseph Lstiburek, Ph.D., P.Eng Building Science Advanced Framing Use Less Stuff Better Advanced Framing Joseph Lstiburek Wood 2 Design Issues 2 strips of plywood 4 feet wide and 1 strip 2 feet wide Design buildings that coordinate advanced framing practices with material availability and integrate with building envelope design and mechanical system layout 24-inch grid 4Õ 4Õ 4Õ 4Õ 4Õ 4Õ 4Õ 2Õ-10Ó 9Õ-7Ó Plywood soffit 2Ó vent strip 4Õ 8Õ Cut plywood sheet into equal strips for soffit assembly. Paint/ seal upper and lower surfaces of soffit as well as edges. * The 2" dimension comes from assuming that 1" thick insulation sheathing is installed over framing Joseph Lstiburek Wood Joseph Lstiburek Wood 4 Advanced Framing System Design Issues 42" x 42" WALL 4 Stack Framing Concept No headers in non-bearing wall Single stud at rough opening No cripples under window opening Two stud corners Roof framing/trusses line up with wall and floor framing Single top plate Single top plate Point load transferred between studs by rim closure material acting as header. If rim closure material is nonstructural, support will be required under point loads. Use Insulated solid blocking header between joists. Header hangers instead of jack studs (see Figure 5.5) Provide drawings that integrate advanced framing into complete building envelope design and mechanical system layout SUPPLY WALL 2 WALL 3 TW3046 TW3046 TW Joseph Lstiburek Wood Joseph Lstiburek Wood buildingscience.com 1 of 20
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3 Advanced Framing System 2 Stud Corners Corner framing Connector plate Single top plate Two stud corner Clip support for gypsum board Alternative 1x4 support for gypsum board Top plate splice Connector plate Single top plate 2007 Joseph Lstiburek Wood Joseph Lstiburek Wood 14 Advanced Framing System Advanced Framing System Insulated headers No header necessary at non-bearing walls Drywall clips allow for better installation with less drywall cracking 2007 Joseph Lstiburek Wood Joseph Lstiburek Wood 16 Advanced Framing System Drywall clips at corner and intersecting wall 2007 Joseph Lstiburek Wood Joseph Lstiburek Wood buildingscience.com 3 of 20
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11 CASE STUDY HOUSE SPECIFICATIONS Conditioned Floor Area 2,495 sq ft Total Floor Area 2,910 sq ft Typical Wall Height 9-11 _ Total Conditioned Volume 24,850cu ft Length of Exterior Wall 252 ln ft Length of Interior Wall 340 ln ft CASE STUDY 2x4 16 oc WALL 8 Studs Bd Ft Cost Ext Wall bd ft $ 866 Ext Plate bd ft $ 175 Int Wall bd ft $1326 Int Plate bd ft $ 237 Header 273 bd ft $ 145 TOTAL WALL FRAME COST $ Joseph Lstiburek Wood Joseph Lstiburek Wood 62 CASE STUDY 2x6 24 oc ADVANCED FRAME WALL 8 Studs Bd Ft Cost Ext Wall bd ft $695 Ext Plate bd ft $183 Int Wall bd ft $518 Int Plate bd ft $158 Header 148 bd ft $78 TOTAL WALL FRAME COST $1632 CASE STUDY WOOD FRAME WALL SUMMARY 2x4 2x6 REDUCED BY 8 Studs (-738 / -52%) Bd Ft (-2104 / -40%) COST $2749 $1632 (-$1117 / -40%) 2007 Joseph Lstiburek Wood Joseph Lstiburek Wood 64 Shear Panel 2007 Joseph Lstiburek Wood Joseph Lstiburek Wood buildingscience.com 11 of 20
12 Shear Panel Seismic Testing Work with CERL (the US Army research laboratory), and BSC to facilitating code approval of advanced framing techniques by the Division of the State Architect in California, and other earthquake and high wind loading locations. Full scale assemblies have been tested under the new dynamic seismic loading protocols developed after the Northridge earthquake. New non-proprietary shear panels are now available for use that allow for advanced envelope design 2007 Joseph Lstiburek Wood Joseph Lstiburek Wood Joseph Lstiburek Wood Joseph Lstiburek Wood 70 2 Story Aligned 2x4 panel with plywood to establish baselines Standard Plywood Panel 2007 Joseph Lstiburek Wood Joseph Lstiburek Wood buildingscience.com 12 of 20
13 Standard Plywood Panel Performance Standard OSB Panel Lateral Force (lb) Lateral Force (lbs) Disp lacement (inch es) Total Shear Force, TSF Bilinear Force, BLF + Backbone - Backbone Predicted 2007 Joseph Lstiburek Wood Joseph Lstiburek Wood 74 Lateral Force Lateral (lbs) Force (lb) Standard OSB Panel Performance Disp lacement (inch es) Total Shear Force, TSF Bilinear Force, BLF + Backbone - Backbone Predicted 2007 Joseph Lstiburek Wood Joseph Lstiburek Wood 76 Diagonal Strap Shear Panel CURe Joseph Lstiburek Wood Joseph Lstiburek Wood buildingscience.com 13 of 20
14 Diagonal Strap Shear Panel CURe1 Lateral Force (lb) Lateral Force (lbs) Displacement (inches) Total Shear Force, TSF Bilinear Force, BLF + Backbone - Backbone Predicted 2007 Joseph Lstiburek Wood Joseph Lstiburek Wood Joseph Lstiburek Wood Joseph Lstiburek Wood Joseph Lstiburek Wood Joseph Lstiburek Wood buildingscience.com 14 of 20
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Drywall, Wood and Truss Uplift
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