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AWWA D108-19 Aluminum Dome Roofs for Water Storage Facilities, 2019
- Foreword [Go to Page]
- I. Introduction [Go to Page]
- I.A. Background. In 1982, members of the American Water Works Association (AWWA) became aware of the increased usage of aluminum domes as roofs on water storage tanks and reservoirs. As a result of this, it was decided to incorporate a reference to alumin [Go to Page]
- I.B. History. In 1987, Appendix A, Aluminum Dome Roofs for Water-Storage Tanks, became a part of D103-87, AWWA Standard for Factory Coated Bolted Steel Tanks for Water Storage. [Go to Page]
- I.C. Acceptance. In May 1985, the US Environmental Protection Agency (USEPA) entered into a cooperative agreement with a consortium led by NSF International (NSF) to develop voluntary third-party consensus standards and a certification program for direct
- II. Special Issues. This standard has no applicable information for this section. [Go to Page]
- III.A. Purchaser Options and Alternatives. Proper use of this standard requires that the purchaser specify certain basic requirements. The purchaser may desire to modify, delete, or amplify sections of this standard to suit special conditions. It is stron [Go to Page]
- III.B. Information to Be Provided With Bid
- III.C. Modification to Standard. Any modification to the provisions, definitions, or terminology in this standard must be provided by the purchaser.
- V. Comments. If you have any comments or questions about this standard, please call AWWA Engineering and Technical Services at 303.794.7711, FAX at 303.795.7603, write to the department at 6666 West Quincy Avenue, Denver, CO 80235-3098, or email at standa
- AWWA Standard
- SECTION 1: GENERAL
- Sec. 1.1 Scope
- Sec. 1.2 Description
- Sec. 1.3 Design Requirements
- SECTION 2: REFERENCES
- SECTION 3: DEFINITIONS
- SECTION 4: MATERIALS
- Sec. 4.1 General
- Sec. 4.2 Structural Frame
- Sec. 4.3 Roof Panels
- Sec. 4.4 Bolts and Fasteners
- Sec. 4.5 Sealant and Gasket Material
- Sec. 4.6 Skylight Panels
- SECTION 5: DESIGN
- Sec. 5.1 Drawings
- Sec. 5.2 Principles of Design
- Sec. 5.3 Design Loads
- Sec. 5.4 Allowable Stresses and Allowable Loads
- Sec. 5.5 Equivalent Metric Equations
- SECTION 6: ROOF ATTACHMENT DETAILS
- Sec. 6.1 Roof Supports
- Sec. 6.2 Separation of Carbon Steel and Aluminum
- Sec. 6.3 Separation of Concrete and Aluminum
- SECTION 7: PHYSICAL CHARACTERISTICS
- Sec. 9.2 Welding
- Sec. 9.3 Shipping and Handling
- Sec. 9.4 Quality of Work
- Sec. 9.5 Maintenance and Inspection [Go to Page]