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Code, Standards and Design Criteria

Table of Contents

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Structural Design Requirements

The following items address frequently asked questions concerning structural design requirements within the jurisdiction of the City of Portland.


General Design Requirements
The following requirements are applicable to both commercial and residential projects located within the jurisdiction of the City of Portland.

  • Soils: Foundation and retaining wall design parameters may be based upon the default soil properties of the building code or as justified by submission of a Geotechnical Report.
    • Default allowable foundation bearing capacity within the City of Portland is 1,500 psf.
    • Default lateral soil load for the design of basement and retaining walls supporting level backfill shall be 40 psf/ft for laterally unrestrained retaining walls and 60 psf/ft for laterally restrained retaining walls. Lateral pressures for walls supporting sloping backfill or surcharge loads must be determined by a Geotechnical Report.
    • Design of basement and retaining walls shall include lateral soil loads due to earthquake motions.
    • Soil frost depth is 18-inches.
  • Snow:
    • The minimum design roof snow load is 20 psf + 5 psf rain on snow surcharge where applicable per the 2010 Oregon Structural Specialty Code.
    • Ground snow load used for determining drift requirements is based on Snow Load Analysis for Oregon as published by the Structural Engineer Association of Oregon.

Commercial Permits

The current state building code governing commercial and engineered residential construction is the 2010 Oregon Structural Specialty Code (OSSC), which is based upon the 2009 International Building Code (IBC) as amended by the State of Oregon.

Wind: Design wind pressures are to be determined using the 3-second gust wind speed and the procedures of the 2005 edition of Minimum Design Loads for Buildings and Other Structures (ASCE 7-05) or in accordance with the alternate method contained in the OSSC (if applicable). The design wind speeds for the City of Portland is 95 MPH (3-second gust).

 

Wind exposure category is site dependent and must be determined by the Engineer of Record based upon site conditions.

 

Seismic:

  • All locations within or administered by the City of Portland are classified as Seismic Design Category D in accordance with the procedures of the OSSC.
  • The maximum Seismic Design Parameters within the City are Ss = 1.0, S1 = 0.36. Alternatively, seismic design parameters for specific sites may be determined based upon zip-code or latitude and longitude using the web tool developed by the United States Geologic Survey available at http://earthquake.usgs.gov/research/hazmaps/design/.
  • City of Portland Title 24.85 governs mandatory seismic upgrades for existing buildings. A seismic upgrade may be required for existing buildings undergoing a change of use or occupancy, addition, renovation, alteration, or URM building re-roof. Please refer to City of Portland Title 24.85 for additional information.
  • Chapter 24.85, section 24.85.065 (B) of the Portland City code requires certain cost triggers be adjusted annually by the construction cost index. The following are the updated cost triggers.

    Table 24.85-C
    Building Description Cost of Alteration or Repair
    Single story Unreinforced Masonry (URM) building  $55.50
    Unreinforced Masonry (URM) building two or more stories $41.63

    The updated costs for required ASCE 31 evaluation report per section 24.85.060 is $243,000. See Frequently Asked Questions on Title 24.85.

Five Stories of Wood-framed Residential Construction over a Concrete Podium:
See Frequently Asked Questions on this topic.


Residential Permits

The structural requirements for residential projects may be either prescriptive or engineered.  In prescriptive design, the Code defines a conservative method of construction to resist vertical and lateral loads.  In engineered design, an engineer licensed in the State of Oregon prepares engineering calculations and drawings that demonstrate how the structure resists vertical and lateral loads.

 

View the current State Building Codes and Rules. Refer to Commercial Permits, above, for information regarding engineered residential design.

 

The following are design values may be used for prescriptive residential design:

Wind: Applicable design wind pressure is 18 psf.
Seismic: Applicable Seismic Design Category is D1.

Transmission and Cell Towers
Design loads shall be determined per Structural Standards for Steel Antennae Towers and Antennae Supporting Structures (TIA/EIA-222 F-96).  The structural design must account for atmospheric ice loads and increased wind load on ice covered sections

 

Signs and Fabric Covered Awnings
Signs and fabric covered awnings are governed by City of Portland Title 32.

Signs: Structural design per Title 32.42.010.
Fabric Covered Awnings: Structural design per Title 32.52.010.

Floating Structures

Floating Structures are governed by the City of Portland Title 28

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