Referenced Standards. Policies and Specifications 5
Referenced Standards. This Section incorporates by reference the latest revision of the following documents. These references are part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents the requirements of this Section shall prevail.
Referenced Standards. This Section incorporates by reference the latest revision of the following documents. These references are a part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. Reference Title ASTM A36 Standard for Carbon Structural Steel ASTM A153 Standard for Zinc Coating (Hot-Dip) on Iron and Steel Hardware ASTM A193 Standard for Alloy-Steel and Stainless Steel Bolting Materials for High- Temperature Service ASTM A194 Standard for Carbon and Alloy Steel Nuts for Bolts for High-Pressure and High- Temperature Service, or Both ASTM A307 Standard for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength ASTM A320 Standard for Alloy Steel Bolting Materials for Low Temperature Service ASTM A563 Standard for Carbon and Alloy Steel Nuts ASTM A780 Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings ASTM B695 Standard for Coatings of Zinc Mechanically Deposited on Iron and Steel ASTM C881 Standard for Epoxy-Resin-Base Bonding Systems for Concrete ASTM C882 Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete by Slant Shear ASTM D648 Standard Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position ASTM D695 Standard Test Method for Compressive Properties of Rigid Plastics ASTM D746 Standard Test Method for Brittleness Temperature of Plastics and Elastomers by Impact ASTM D1505 Standard Test Method for Density of Plastics by the Density-Gradient Technique ASTM D1525 Standard Test Method for Vicat Softening Temperature of Plastics ASTM F436 Standard Specification for Hardened Steel Washers ASTM F844 Standard for Washers, Steel, Plain (Flat), Unhardened for General Use ASTM F1554 Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength SSPC SP-1 Solvent Cleaning SSPC SP-2 Hand Tool Cleaning SSPC SP-3 Power Tool Cleaning AC193 Acceptance Criteria for Mechanical Anchors in Concrete Elements AC308 Acceptance Criteria for Post-Installed Adhesive Anchors in Concrete Elements May 2017 C01025C17 Georgetown Wet Weather Treatment Station 05501 - 2 ANCHORAGE TO CONCRETE
Referenced Standards. For erosion control best management practices (BMPs), this standard reference the City of Madras Stormwater Master Plan, ODOT Hydraulics Manual, and Central Oregon Storm water Manual.
Referenced Standards. This Section incorporates by reference the latest revision of the following documents. These references are a part of this Section as specified and modified. In case of conflict between the requirements of this Section and that of the listed documents, the requirements of this Section shall prevail. Reference Title ACI 117 Specification for Tolerances for Concrete Construction and Materials and Commentary ACI 207 Cooling and Insulating Systems for Mass Concrete ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete ACI 223R Guide for the Use of Shrinkage-Compensating Concrete ACI 224R Control of Cracking in Concrete Structures ACI 301 Specifications for Structural Concrete ACI 302.1R Guide for Concrete Floor and Slab Construction ACI 303.1 Standard Specification for Cast-in-Place Architectural Concrete ACI 303R Guide to Cast-in-Place Architectural Concrete Practice ACI 304R Guide for Measuring, Mixing, Transporting, and Placing Concrete ACI 304.2 Placing Concrete by Pumping Methods ACI 305.1 Specification for Hot Weather Concreting ACI 306.1 Standard Specification for Cold Weather Concreting ACI 308.1 Specification for Curing Concrete ACI 318 Building Code Requirements for Structural Concrete and Commentary ACI 336.1 Specification for the Construction of Drilled Piers ACI 336.3R Design and Construction of Drilled Piers ACI 347 Guide to Formwork for Concrete ACI 350.1 Specification for Tightness Testing of Environmental Engineering Concrete Containment Structures and Commentary ACI 350 Code Requirements for Environmental Engineering Concrete Structures and Commentary ASTM C33 Standard Specification for Concrete Aggregates ASTM C39/C39M Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens ASTM C94/C94M Standard Specification for Ready-Mixed Concrete ASTM C143/C143M Standard Test Method for Slump of Hydraulic-Cement Concrete ASTM C150 Standard Specification for Portland Cement May 2017 C01025C17 Georgetown Wet Weather Treatment Station 03300 - 2 CAST IN PLACE CONCRETE Reference Title ASTM C173/C173M Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C260 Standard Specification for Air-Entraining Admixtures for Concrete ASTM C494/C494M Standard Specification for Chemical Admixtures for Concrete ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete ASTM C685 Standard Specification for Concrete Made b...
Referenced Standards. The grading requirements of this section are focused on protection of water quality and drainage courses and to also protect newly formed lots and adjacent properties. In cases where additional clarification is needed for acceptable grading practices, the City and applicant will reference Part 200 and Part 300 of the latest edition of the Oregon Standard Specifications for Construction. In cases of conflict, the provisions of this section will govern. Grading plans must conform to the following design criteria unless approved otherwise by the City. To justify a variance from these requirements, the applicant will be required to furnish a geotechnical engineering or engineering geology report (or both) which states that the site has been investigated and that a less-restrictive criteria will not create an unstable condition posing a hazard to public or private property. These reports must be submitted to the City for its review and final approval.
Referenced Standards. Comply with all codes and standards (latest versions) applicable to this type of work, including:
1. ANSI B31.5
2. ASHRAE 15 Safety Code for Mechanical Refrigeration.
3. ASME B31.5 Refrigeration Pressure Piping Code.
4. Mechanical Refrigeration Code - CSA-B52-99.
5. Boiler and Pressure Vessels Act.
6. Hydro Electrical Safety Code.
7. WCB Regulations.
8. Any other local or provincial requirements.
Referenced Standards. If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for a decision before proceeding.
Referenced Standards. The IBC, IMC, IECC, IPC and IFGC standards shall be utilized to provide specific, or prescriptive, requirements on how to achieve the requirements established in the code. These standards may be unique to the code or may be derived from other established industry standards. Recognized standards may also be used to show compliance with the standard of duty established by the code.
1. All construction for state agencies on state-owned or state leased-purchased properties or facilities are to submit design documents for code compliance plan reviews to the state’s code review agents or State Buildings Program (SBP) approved agency building official. If a code review agent determines that code review is not required, provide an email documenting that fact to be submitted with Exhibit L. If a state agency leases space in an area where local building codes may not apply, the agency may also follow this process. For a listing of projects that do not require code review, refer to International Building Code section 105.2 and 105.2.2.
2. Upon selection of an Architect/Engineer, a Plan Review Authorization (SBP-017) should be prepared and delivered to the selected code review agent. This authorization indicates the project valuation and the review fee authorized. With this authorization, please provide an intended submittal schedule. Reviews for projects submitted to the code review agent without a Plan Review Authorization (SBP-017) will not commence until the agent receives the prepared authorization form.
3. Prepare the project Schematic Design (SD), Design Development (DD), and Construction Document (CD) submittals in accordance with the attached checklists and submit to the code review agent for review. On projects of limited scope where a combined SD/DD or SD/DD/CD submittal is considered appropriate, please consult with the code review agent prior to submittal.
4. The code review agent will provide a written list of comments addressing issues noted in the review. A response shall be prepared and submitted to the code review agent addressing the deficiencies and questions noted in the review. Specifically, state the agent’s comment followed by the Architect/Engineer’s response chronologically. At the Construction Document review, a response shall be prepared and submitted to the code review agent within 30 days or a mutually agreed upon timeframe addressing the deficiencies and questions noted in the review.
5. Once all code issues have been satisfactorily addr...
Referenced Standards. This Section incorporates by reference the latest revision of the following documents. These references are a part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of a listed document, the requirements of this Section shall prevail. Reference Title ASME SEC VIII Boiler and Pressure Vessel Code, Pressure Relief Devices
