Embed Size (px)
Citation preview
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 56
Appendices
Appendix A Sample Existing Building Floor Plans and Elevations
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 57
Building Key Plan
Area A Third Floor Framing
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 58
Area B Third Floor Framing
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 59
Area C Third Floor Framing
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 60
Area D Third Floor Framing
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 61
Building Elevations
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 62
Appendix B Redesign Structural Framing Plans
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 63
Level 2 Framing Plan
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 64
Level 3 (Courtyard Level) Framing Plan
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 65
Courtyard Green Roof Framing Plan, sample bay size shown in Figure 19 (clearer member sizes)
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 66
Level 4 and 5 Framing Plan (roof framing plan looks identical in plan view)
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 67
Appendix C Gravity Loading Calculations
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 68
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 69
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 70
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 71
Appendix D Gravity Member Checks
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 72
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 73
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 74
Sample of RAM Member Deflection Output
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 75
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 76
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 77
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 78
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 79
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 80
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 81
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 82
Appendix E Vibration Analysis
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 83
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 84
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 85
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 86
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 87
Appendix F Wind Loads
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 88
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 89
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 90
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 91
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 92
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 93
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
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 94
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 95
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 96
Appendix G Seismic Loads
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 97
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 98
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 99
Appendix H Shear Wall Check
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 100
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 101
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 102
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 103
Appendix I Story Drifts and Center of Rigidity
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 104
Existing Building Center of Rigidity
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 105
Existing Building Story Displacements
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 106
Existing Building Story Displacements cont’d
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 107
Existing Building Story Displacements cont’d
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 108
Existing Building Story Displacements cont’d
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 109
Redesign System Center of Rigidity
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 110
Redesign System Story Displacements
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 111
Redesign System Story Displacements cont’d
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 112
Redesign System Story Displacements cont’d
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 113
Redesign System Story Displacements cont’d
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 114
Redesign System Story Displacements cont’d
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
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 116
Appendix J Green Roof Materials Technical Information
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 117
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 118
http://www.liveroof.com/basic‐product‐specs/
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 119
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 120
Appendix K Waterproofing Membrane Specifications
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 121
American Hydrotech MM6125
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 122
Barret Roofing ram‐Tough 250
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 123
Tremco TREMproof 6100
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 124
Appendix L Rubber Melter Specifications
CORPORATE HEADQUARTERS M. JULIA HAVERTY | STRUCTURAL OPTION
FINAL REPORT 125
