{"id":72958,"date":"2024-10-17T16:26:23","date_gmt":"2024-10-17T16:26:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awwa-d103-2009-with-errata-2010\/"},"modified":"2024-10-24T19:08:37","modified_gmt":"2024-10-24T19:08:37","slug":"awwa-d103-2009-with-errata-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awwa\/awwa-d103-2009-with-errata-2010\/","title":{"rendered":"AWWA D103 2009 With Errata 2010"},"content":{"rendered":"
This standard covers factory-coated bolted steel tanks for water storage and is based on the accumulated knowledge and experience of manufacturers of steel tanks.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | Errata to ANSI\/AWWA D103-09 Standard \n <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | ANSI\/AWWA D103-09 <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Committee Personnel <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Foreword I. Introduction. <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | II. Special Issues. <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | III. Use of This Standard. <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | IV. Major Revisions. <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | V. Comments. <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | AWWA Standard Factory-Coated Bolted Carbon Steel \nTanks for Water Storage \n SECTION 1: GENERAL Sec. 1.1 Scope <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Sec. 1.2 Drawings to Be Provided SECTION 2: REFERENCES <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | SECTION 3: DEFINITIONS <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | SECTION 4: MATERIALS Sec. 4.1 General Sec. 4.2 Bolts, Nuts, and Anchor Bolts Sec. 4.3 Foundation-Reinforcing Steel <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Sec. 4.4 Plates and Sheets Sec. 4.5 Structural Shapes <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Sec. 4.6 Castings Sec. 4.7 Forgings Sec. 4.8 Electrodes Sec. 4.9 Pipe and Fittings for Fluid Conductors <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Table 1 Physical requirements for gasket material Sec. 4.10 Gaskets and Sealants <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | SECTION 5: GENERAL DESIGN Sec. 5.1 Types of Joints Sec. 5.2 Design Loads <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Sec. 5.3 Design Criteria <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Sec. 5.4 Tank Shell <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Sec. 5.5 Bolted Joints <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Sec. 5.6 Weld Design Sec. 5.7 Roof Supports <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Sec. 5.8 Steel Thickness <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Sec. 5.9 Foundation Anchor Bolts <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Sec. 5.10 Reinforcement Around Openings <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Sec. 5.11 Equivalent Metric Equations <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | SECTION 6: SIZING OF TANKS Sec. 6.1 Standard Capacities, Diameters, and Heights SECTION 7: ACCESSORIES FOR TANKS Sec. 7.1 Shell Manholes Sec. 7.2 Pipe Connections <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Sec. 7.3 Overflow Sec. 7.4 Ladders <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Sec. 7.5 Safety Devices Sec. 7.6 Roof Openings Sec. 7.7 Vent <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Sec. 7.8 Galvanic Corrosion SECTION 8: WELDING Sec. 8.1 General Sec. 8.2 Welds <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | Sec. 8.3 Preparation of Surfaces to Be Welded Sec. 8.4 Undercuts and Penetration of Welds Sec. 8.5 Cleaning of Welds SECTION 9: SHOP FABRICATION Sec. 9.1 Straightening <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Sec. 9.2 Finish of Plate and Sheet Edges Sec. 9.3 Rolling Sec. 9.4 Forming Sec. 9.5 Manufacturing Tolerances Sec. 9.6 Coatings Sec. 9.7 Shipping <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | SECTION 10: ERECTION Sec. 10.1 General Sec. 10.2 Bolting Sec. 10.3 Gasketing and Sealants Sec. 10.4 Coating Repair Sec. 10.5 Cleanup SECTION 11: INSPECTION AND TESTING Sec. 11.1 Shop Inspection <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Sec. 11.2 Testing Sec. 11.3 Disinfecting SECTION 12: COATINGS Sec. 12.1 General Sec. 12.2 Coating Repair Sec. 12.3 Galvanized Coatings <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | Sec. 12.4 Glass Coatings Sec. 12.5 Thermoset Liquid Suspension Coatings <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | Sec. 12.6 Thermoset Powder Coatings <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Sec. 12.7 Marking Sec. 12.8 Protection Sec. 12.9 Holiday Testing SECTION 13: FOUNDATION DESIGN AND \nCONSTRUCTION Sec. 13.1 General Requirements <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | Sec. 13.2 Geotechnical Sec. 13.3 Safety Factors <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Sec. 13.4 Foundation Types <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | Sec. 13.5 Foundation Design Details <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Sec. 13.6 Concrete Design, Materials, and Construction Sec. 13.7 Backfill <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | SECTION 14: SEISMIC DESIGN Sec. 14.1 General <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Sec. 14.2 Design Earthquake Ground Motion <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Table 2 Seismic importance factor <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | Table 3 Site Class Definitions <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | Table 4 Short-period site coefficient Table 5 Long-period site coefficient <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Table 6 Response modification factors <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | Sec. 14.3 Seismic Design Loads <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | Table 7 Minimum freeboard requirements <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | Sec. 14.4 Piping Connections Table 8 Minimum design displacements for piping attachments <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Sec. 14.5 Foundation Considerations <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | Sec. 14.6 Equivalent Metric Equations <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | SECTION 15: WIND DESIGN Sec. 15.1 Wind Pressure <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | Table 9 Force coefficient Table 10 Velocity pressure exposure coefficient Sec. 15.2 Anchor Check Sec. 15.3 Sliding Check <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | Sec. 15.4 Top and Intermediate Shell Girders <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | Sec. 15.5 Tensile Straps <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | Sec. 15.6 Equivalent Metric Equations SECTION 16: STRUCTURALLY SUPPORTED \nALUMINUM DOME ROOFS Sec. 16.1 General Sec. 16.2 Definition <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | Sec. 16.3 Design Requirements Sec. 16.4 Materials <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | Sec. 16.5 Allowable Stresses <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | Table 11 Bolts and fasteners Sec. 16.6 Design <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | Sec. 16.7 Roof Attachment Details <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | Sec. 16.8 Physical Characteristics Sec. 16.9 Testing and Sealing Sec. 16.10 Fabrication and Erection <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | Sec. 16.11 Coatings Sec. 16.12 Equivalent Metric Equations <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | APPENDIX A Commentary for Factory-Coated Bolted \nCarbon Steel Tanks for Water Storage \n SECTION A.1: GENERAL (REFER TO SECTION 1 \nOF ANSI\/AWWA D103) Sec. A.1.1 Items Not Described SECTION A.2: REFERENCES (REFER TO \nSECTION 2 OF ANSI\/AWWA D103) <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | SECTION A.4: MATERIALS (REFER TO \nSECTION 4 OF ANSI\/AWWA D103) Sec. A.4.2 Bolts, Nuts, and Anchor Bolts SECTION A.5: GENERAL DESIGN (REFER TO \nSECTION 5 OF ANSI\/AWWA D103) Sec. A.5.7 Roof Supports <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | Sec. A.5.9 Foundation Anchor Bolts SECTION A.7: ACCESSORIES FOR TANKS (REFER \nTO SECTION 7 OF ANSI\/AWWA D103) Sec. A.7.2 Pipe Connections <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | Sec. A.7.3 Overflow Sec. A.7.4 Ladders Sec. A.7.5 Safety Devices Sec. A.7.7 Vent Sec. A.7.8 Galvanic Corrosion <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | SECTION A.11: INSPECTION AND TESTING \n(REFER TO SECTION 11 OF ANSI\/AWWA D103) Sec. A.11.2 Testing SECTION A.13: FOUNDATION DESIGN AND \nCONSTRUCTION (REFER TO SECTION 13 OF \nANSI\/AWWA D103) Sec. A.13.1 General Requirements Sec. A.13.5 Foundation Design Details <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | SECTION A.14 SEISMIC DESIGN (REFER TO \nSECTION 14 OF ANSI\/AWWA D103) Sec. A.14.1 General <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | Sec. A.14.2 Design Earthquake Ground Motion Table A1 Seismic Use Group <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | Sec. A.14.3 Seismic Design Loads <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | SECTION A.15: WIND DESIGN OF FLAT-BOTTOM \nWATER STORAGE TANKS (REFER TO SECTION 15 \nOF ANSI\/AWWA D103) A.15.1 Wind Pressure <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | Sec. A.15.2 Anchor Check Sec. A.15.3 Sliding Check <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" AWWA D103-09: Factory-Coated Bolted Carbon Steel Tanks For Water Storage With Errata-201010<\/b><\/p>\n |