Final Report with Appendices Haverty...FINAL REPORT 124 ... Title: Microsoft Word - Final Report...
Transcript of Final Report with Appendices Haverty...FINAL REPORT 124 ... Title: Microsoft Word - Final Report...
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Appendices
Appendix A Sample Existing Building Floor Plans and Elevations
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Building Key Plan
Area A Third Floor Framing
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Area B Third Floor Framing
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Area C Third Floor Framing
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Area D Third Floor Framing
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Building Elevations
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Appendix B Redesign Structural Framing Plans
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Level 2 Framing Plan
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Level 3 (Courtyard Level) Framing Plan
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Courtyard Green Roof Framing Plan, sample bay size shown in Figure 19 (clearer member sizes)
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Level 4 and 5 Framing Plan (roof framing plan looks identical in plan view)
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Appendix C Gravity Loading Calculations
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Appendix D Gravity Member Checks
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Sample of RAM Member Deflection Output
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Appendix E Vibration Analysis
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Appendix F Wind Loads
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FINAL REPORT 89
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Wind Pressure (North‐South Direction)
Floor z (ft) qz (PSF)
Windward Pressure (PSF)
Leeward Pressure (PSF)
Tributary Area Force (K) Overturning
Moment (ft‐k)
2 20 11 6.952 ‐6.007 6096 78.998 1579.9623 37.33 13.14 8.304 ‐6.007 5542 79.314 2960.8004 54 14.61 9.234 ‐6.007 5314 80.988 4373.3595 68.67 15.64 9.884 ‐6.007 4782 75.993 5218.444
roof 83.33 16.53 10.447 ‐6.007 2390 39.325 3276.950 Base 354.618 17409.515
Wind Pressure (East‐West Direction)
Floor z (ft) qz (PSF)
Windward Pressure (PSF)
Leeward Pressure (PSF)
Tributary Area Force (K) Overturning
Moment (ft‐k)
2 20 11 6.864 ‐5.931 7368 94.273 1885.4663 37.33 13.14 8.199 ‐5.931 6698 94.645 3533.0944 54 14.61 9.117 ‐5.931 6422 96.636 5218.3285 68.67 15.64 9.759 ‐5.931 5780 90.690 6227.687
roof 83.33 16.53 10.315 ‐5.931 2888 46.918 3909.638 Base 423.162 20774.214
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Appendix G Seismic Loads
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Appendix H Shear Wall Check
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Appendix I Story Drifts and Center of Rigidity
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Existing Building Center of Rigidity
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Existing Building Story Displacements
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Existing Building Story Displacements cont’d
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Existing Building Story Displacements cont’d
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FINAL REPORT 108
Existing Building Story Displacements cont’d
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 109
Redesign System Center of Rigidity
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 110
Redesign System Story Displacements
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 111
Redesign System Story Displacements cont’d
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 112
Redesign System Story Displacements cont’d
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 113
Redesign System Story Displacements cont’d
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 114
Redesign System Story Displacements cont’d
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 115
Story Drift (in) Total Drift (in) Story Drift (in) Total Drift (in)Main Roof 0.272 0.816 Main Roof 0.555 1.764Level 5 0.222 0.544 Level 5 0.488 1.209Level 4 0.169 0.322 Level 4 0.38 0.721Level 3 0.106 0.153 Level 3 0.241 0.341Level 2 0.047 0.047 Level 2 0.1 0.1
Story Drift (in) Total Drift (in) Story Drift (in) Total Drift (in)Main Roof 0.194 0.592 Main Roof 0.409 1.329Level 5 0.16 0.398 Level 5 0.363 0.92Level 4 0.123 0.238 Level 4 0.285 0.557Level 3 0.079 0.115 Level 3 0.188 0.272Level 2 0.036 0.036 Level 2 0.084 0.084
Story Drift (in) Total Drift (in) Story Drift (in) Total Drift (in)Main Roof 0.136 0.404 Main Roof 0.244 0.751Level 5 0.11 0.268 Level 5 0.208 0.507Level 4 0.083 0.158 Level 4 0.158 0.299Level 3 0.052 0.075 Level 3 0.1 0.141Level 2 0.023 0.023 Level 2 0.041 0.041
Redesign Wind Drifts (E‐W)
Redesign Wind Drifts (N‐S)
Redesign Seismic Drift
Existing Wind Drifts (E‐W)
Existing Wind Drifts (N‐S)
Existing Seismic Drift
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 116
Appendix J Green Roof Materials Technical Information
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 117
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 118
http://www.liveroof.com/basic‐product‐specs/
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 119
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 120
Appendix K Waterproofing Membrane Specifications
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 121
American Hydrotech MM6125
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 122
Barret Roofing ram‐Tough 250
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 123
Tremco TREMproof 6100
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 124
Appendix L Rubber Melter Specifications
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CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 125