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SMACNA SeismicRestraintManualGuidelinesforMechanicalSystems 2009 OSHPDE

$156.00

Seismic Restraint Manual – OSHPD

Published By Publication Date Number of Pages
SMACNA 2009 146
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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
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
SMACNA SeismicRestraintManualGuidelinesforMechanicalSystems 2009 OSHPDE
$156.00