SMACNA SeismicRestraintManualGuidelinesforMechanicalSystems 2009 OSHPDE
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Seismic Restraint Manual – OSHPD
Published By | Publication Date | Number of Pages |
SMACNA | 2009 | 146 |
This special edition has been developed to meet the specific requirements of the California Office of Statewide Health Planning and Development (OSHPD) for hospital and health care facilities construction. The seismic hazard tables with this special edition are limited to the SHL A (g = 0.67) and SHL AA (g = 1.0) applicable to the hospital and health care facilities outlined in the use of the manual. The manual is not intended to cover the ordinary supports for ducts and pipes required for gravity loads. The only restraints shown in the tables and figures are those needed to provide the extra support for seismic loads.
PDF Catalog
PDF Pages | PDF Title |
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5 | FOREWORD |
7 | NOTICE TO USERS OF THIS PUBLICATION |
11 | TABLE OF CONTENTS |
17 | CHAPTER 1 INTRODUCTION 1.1 OVERVIEW 1.2 WHAT ARE SEISMIC LOADS? 1.3 WHAT HAPPENS DURING AN EARTHQUAKE? 1.4 HOW TO RESIST SEISMIC LOADS 1.5 KINDS OF BRACING 1.6 WHY DIFFERING REQUIREMENTS |
21 | CHAPTER 2 INSTRUCTIONS FOR USING THE GUIDELINES 2.1 SCOPE 2.2 USE OF THE GUIDELINES 2.3 RESPONSIBILITIES OF THE DESIGN PROFESSIONAL 2.4 THE SEISMIC HAZARD LEVEL (SHL) |
22 | 2.5 DETERMINING CONNECTION LEVELS TO THE SUPPORTING STRUCTURE 2.6 HOW TO READ THE SIZING TABLES 2.7 USING THE SIZING TABLES FIGURE 2-1 SUMMARY OF STEPS FOR USING TABLES |
24 | 2.8 EXAMPLE: DETERMINING THE SHL 2.9 EXAMPLE: DUCT BRACING |
29 | CHAPTER 3 GENERAL REQUIREMENTS 3.1 GENERAL REQUIREMENTS |
30 | 3.2 MATERIAL SPECIFICATIONS Table 3-1 Standard Sheet Metal Gages |
31 | Table 3-2 Minimum Allowable Cable Strength Table 3-3 Minimum Allowable Design Values for Expansion Anchors |
32 | 3.3 GENERAL REQUIREMENTS FOR BRACING OF DUCTS |
33 | 3.4 GENERAL REQUIREMENTS FOR BRACING OF PIPES |
34 | 3.5 NOTES ON ATTACHMENT TO THE BUILDING STRUCTURE |
37 | CHAPTER 4 DETAIL DRAWINGS OF BRACING 4.1 OVERVIEW 4.2 INSTRUCTIONS FOR BRACING INDIVIDUALLY SUPPORTED PIPE |
41 | FIGURE 4-1 TYPICAL LOCATIONS OF BRACING |
42 | FIGURE 4-2 SIDE BRACING FOR RECTANGULAR DUCTS |
43 | FIGURE 4-3 SIDE BRACING FOR RECTANGULAR DUCTS |
44 | FIGURE 4-4 CABLE SIDE BRACING FOR RECTANGULAR DUCTS |
45 | FIGURE 4-5 SIDE BRACING FOR RECTANGULAR DUCTS |
46 | FIGURE 4-6 CENTER BRACING FOR RECTANGULAR DUCTS |
47 | FIGURE 4-7 CABLE CENTER BRACING FOR RECTANGULAR DUCTS |
48 | FIGURE 4-8 FLOOR SUPPORTED DUCT |
49 | FIGURE 4-9 SINGLE HANGER BRACING FOR ROUND DUCTS 33-36 INCHES (838-900 MM) |
50 | FIGURE 4-10 SINGLE HANGER CABLE BRACING FOR ROUND DUCTS 33-36 INCHES (838-900 MM) |
51 | FIGURE 4-11 DOUBLE HANGER BRACING FOR ROUND DUCTS UP TO 84 INCHES (2100 MM) |
52 | FIGURE 4-12 DOUBLE HANGER BRACING FOR ROUND DUCTS UP TO 84 INCHES (2100 MM) |
53 | FIGURE 4-13 DUCT RISERS |
54 | FIGURE 4-14 TRANSVERSE BRACING FOR PIPES |
55 | FIGURE 4-15 STRUT BRACING FOR PIPES |
56 | FIGURE 4-16 ALTERNATE ATTACHMENT TO HANGERS FOR PIPE BRACING |
57 | FIGURE 4-17 LONGITUDINAL BRACING FOR PIPES |
58 | FIGURE 4-18 CABLE BRACING FOR PIPES |
59 | FIGURE 4-19 STRUT BRACING FOR PIPE TRAPEZE |
60 | FIGURE 4-20 CABLE BRACING FOR PIPE TRAPEZE |
61 | FIGURE 4-21 FLOOR SUPPORTED RISERS |
62 | FIGURE 4-22 PIPE RISERS |
65 | CHAPTER 5 TABLES FOR SEISMIC HAZARD LEVEL AA (g = 1.0) 5.1 USE OF TABLES |
66 | Table 5-1 Side Bracing For Rectangular Ducts, (SHL AA ” g=1.00), L=2′ 8” (Max.) |
67 | Table 5-2 Side Bracing for Rectangular Ducts with Rod Hangers, (SHL AA – g=1.0) |
68 | Table 5-3 Center Bracing For Rectangular Ducts, (SHL AA ” g=1.0), L=7 ft |
69 | Table 5-4 Center Bracing For Rectangular Ducts, (SHL AA ” g=1.0), L=10 ft |
70 | Table 5-5 Floor Supported Ducts, (SHL AA ” g=1.0) |
71 | Table 5-6 Bracing For Round Ducts, (SHL AA ” g=1.0) |
72 | Table 5-7 Schedule for Bracing Pipes and Conduit, (SHL AA – g=1.0) |
73 | Table 5-8 Schedule for Bracing Pipes on Trapeze, (SHL AA ” g=1.0) |
74 | Table 5-9 Floor Supported Pipes, (SHL AA – g=1.0) |
75 | Table 5-10 Duct Risers, SHL AA |
76 | Table 5-11 Pipe Risers, SHL AA |
79 | CHAPTER 6 TABLES FOR SEISMIC HAZARD LEVEL A (g = 0.67) 6.1 USE OF TABLES |
80 | Table 6-1 Side Bracing For Rectangular Ducts, (SHL A – g=0.67), L=2′ 8” (Max.) |
81 | Table 6-2 Side Bracing for Rectangular Ducts with Rod Hangers, (SHL A ” g=0.67) |
82 | Table 6-3 Center Bracing For Rectangular Ducts, (SHL A ” g=0.67), L=7 ft |
83 | Table 6-4 Center Bracing For Rectangular Ducts, (SHL A ” g=0.67), L=10 ft |
84 | Table 6-5 Floor Supported Ducts, (SHL A ” g=0.67) |
85 | Table 6-6 Bracing For Round Ducts, (SHL A ” g=0.67) |
86 | Table 6-7 Schedule for Bracing Pipes and Conduit, (SHL A ” g=0.67) |
87 | Table 6-8 Schedule for Bracing Pipes on Trapeze, (SHL A ” g=0.67) |
88 | Table 6-9 Floor Supported Pipes, (SHL A – g=0.67) |
89 | Table 6-10 Duct Risers, SHL A |
90 | Table 6-11 Pipe Risers, SHL A |
93 | CHAPTER 7 |
97 | CHAPTER 8 DETAILS OF CONNECTIONS TO STRUCTURAL MEMBERS 8.1 INTRODUCTION |
98 | Table 8-1 Schedule for Typical Connections to Structural Supporting Members1 |
99 | FIGURE 8-1 CONNECTIONS TO CONCRETE |
100 | FIGURE 8-1 CONNECTIONS TO CONCRETE (CONTINUED) |
101 | FIGURE 8-2 ALTERNATE CONNECTIONS TO CONCRETE |
102 | FIGURE 8-3 CONNECTIONS TO STEEL |
103 | FIGURE 8-4 ALTERNATE CONNECTION TO OPEN WEB STEEL JOINTS |
104 | FIGURE 8-5 CONNECTIONS TO STEEL |
105 | FIGURE 8-6 DUCTS HUNG BELOW STEEL BEAMS |
106 | FIGURE 8-7 HANGER CONNECTION TO WOOD |
107 | FIGURE 8-8 CONNECTIONS TO WOOD I-JOIST |
108 | FIGURE 8-9 CONNECTIONS TO WOOD |
111 | CHAPTER 9 MISCELLANEOUS CONNECTIONS 9.1 INTRODUCTION |
112 | FIGURE 9-1 CABLE CONNECTION TO DUCT FRAME |
113 | FIGURE 9-2 ALTERNATE CABLE CONNECTION TO DUCT FRAME |
114 | FIGURE 9-3 LONGITUDINAL CABLE CONNECTION TO DUCT HANGER |
115 | FIGURE 9-4 CABLE END CONNECTION |
116 | FIGURE 9-5 PIPE STRUT CONNECTIONS |
117 | FIGURE 9-6 CONNECTIONS FOR FRAMING CHANNEL |
118 | FIGURE 9-7 HUBLESS CAST IRON PIPE |
119 | FIGURE 9-8 FRAMING CHANNEL |
120 | FIGURE 9-9 CONNECTIONS FOR PIPES ON TRAPEZE |
121 | FIGURE 9-10 ALTERNATE STIFFENER CONNECTION |
122 | FIGURE 9-11 SEISMIC JOINTS IN PIPES |
123 | FIGURE 9-12 WELDED TABS |
127 | APPENDIX A SAMPLE SPECIFICATIONS |
131 | APPENDIX B REFERENCES |
135 | APPENDIX C GLOSSARY |
139 | APPENDIX D APPROVALS |
143 | INDEX |