| Code analysis | For occupancy or use changes, provide a building code analysis comparing existing and proposed occupant loads as part of the seismic-upgrade trigger determination, alongside the building permit application. | — | cover sheet / code analysis, occupancy comparison table | Commercial Permit Application Requirements page, Alterations with Use/Occupancy Changes |
| Occupant load and egress width | Floor plans affected by the scope of work must fully dimension each level, distinguish demolished/existing/proposed walls with a legend, and show windows (size, sill height, method of operation, safety glazing, window wells) and doors with size and swing direction. | — | floor plans | Life Safety and Structural Review Completeness Checklist for Residential Additions and Alterations, Architectural Drawings section |
| Stairs, handrails, and guards | For any project involving stairs, provide stair details with dimensions for risers, treads, headroom clearance, guardrails and handrails. | — | stair sections/details | Life Safety and Structural Review Completeness Checklist for Residential Additions and Alterations, Architectural Drawings section |
| Fire-rated assemblies | When converting non-habitable space to habitable space, provide fire-rated construction details for exterior walls or eaves that sit less than 3 feet from a property line. | ORSC 302.3 | exterior wall/eave details | Life Safety and Structural Review Completeness Checklist for Residential Additions and Alterations, Habitable Conversion section |
| Fire separation distance | For an accessory dwelling unit, show the fire separation between the ADU and the main dwelling unit and its supporting construction, plus room labels distinguishing main-unit, ADU and common spaces. | ORSC 302.3 | floor plans, wall section/fire-rating details | Life Safety and Structural Review Completeness Checklist for Residential Additions and Alterations, ADU section |
| Accessible toilet rooms | Accessibility submittals should show maneuvering clearances and grab bar locations at accessible fixtures as part of the accessibility documentation for a commercial permit. | — | enlarged restroom plans, accessibility details | Commercial Permit Application Requirements page, Accessibility section |
| Path of travel in alterations | A commercial permit application should include a barrier-removal summary -- an itemized list of accessible improvements and their cost as a ratio of the overall project cost -- along with an analysis of which existing-building alteration compliance method was used (Prescriptive, or Alteration Level 1/2/3), with the prescriptive path assumed if none is stated. | — | accessibility/barrier-removal summary sheet, code analysis | Commercial Permit Application Requirements page, Accessibility section |
| Special inspection | For Designated Seismic Systems in Risk Category III/IV structures, the construction documents must specify which equipment/components require special seismic certification, backed by a certificate of compliance and anchorage calculations from an Oregon licensed structural engineer, plus the engineer of record's notation that the system conforms to the building's design. | OSSC 1704.3.2; OSSC 1705.12.3; OSSC Table 1604.5 | structural general notes, mechanical/electrical equipment schedules | BCG 17-11: Seismic Certification |
| Deferred submittals | Roof/floor trusses, I-joists, manufactured guardrail systems and specialized stairways may be deferred, but geotechnical-related items -- excavation/shoring plans, helical anchors, retaining walls, deep foundations other than micropiles, and shallow foundations -- may not; every deferred sheet and calculation cover page needs an Oregon-registered design professional's seal. | OSSC 107.3.4.1 | cover sheet deferred-item list; deferred submittal packages | Deferred Submittal Guidelines, Eligible/Ineligible Items and Sealing |
| Deferred submittals | The Engineer or Architect of Record must review deferred submittal drawings and calculations and add a notation such as 'No Exceptions Taken,' 'Approved' or 'Reviewed' directly on the drawings; 'Revise and Resubmit' or 'Rejected' notations, or stamps on transmittal letters alone, are not accepted. | OSSC 107.3.4.1 | deferred submittal drawings | Deferred Submittal Guidelines, Review Stamps |
| Sheet coordination | Drawings must be legible and archivable: minimum 3/32-inch text, drawn to scale and fully dimensioned, black lines/lettering on a white background (no color), high enough contrast to scan, and correctly oriented (no mirrored plans). | ORSC 106.1.1 | all sheets | Life Safety and Structural Review Completeness Checklist for Residential Additions and Alterations, General Information section |
| Structural calculations and signatures | For lateral bracing, identify whether the prescriptive or engineered design path is used: the prescriptive path needs each shear panel location/length and a shear wall type legend with connector details on the plans, while the engineered path needs calculations with a valid, current Oregon engineer's stamp plus a shear wall and hold-down schedule, with every construction detail from the calculations shown on the plans. | — | structural framing plans, shear wall schedule, structural details | Life Safety and Structural Review Completeness Checklist for Residential Additions and Alterations, Structural Drawings section |
| Structural calculations and signatures | Gravity load design must show the load transfer from added or altered areas: roof and floor framing plans, foundation plan, hardware/fasteners/nailing patterns, and beams identified as existing, new or removed with calculations cross-referenced to the plan. | — | roof/floor framing plans, foundation plan, structural details | Life Safety and Structural Review Completeness Checklist for Residential Additions and Alterations, Structural Drawings section |
| Structural calculations and signatures | Roof/floor trusses and I-joists must have a layout coordinated with the plans (or be flagged as deferred), with grade/series identified and a valid, current Oregon engineer's stamp. | — | framing plans, truss layout | Life Safety and Structural Review Completeness Checklist for Residential Additions and Alterations, Structural Drawings section |
| Geotechnical report | Foundation and retaining wall design may rely on the code's default soil properties, or on a submitted geotechnical report; a report is required to justify non-standard conditions such as sloping backfill or surcharge loads, and an ASCE 41 seismic evaluation report is required above a Chapter 24.85 construction-cost threshold ($386,338 as of February 2026). | Portland City Code 24.85.060 | foundation plan, structural general notes | Structural Design Requirements for Commercial Structures page, Geotechnical Reports and Seismic Evaluations |
| Energy compliance | Provide energy conservation information -- insulation R-values for ceilings, walls and floors, U-values for windows and doors -- and submit the Energy Efficiency Additional Measures form with the selected measures identified on the plans. | — | energy notes, wall/floor/ceiling sections | Life Safety and Structural Review Completeness Checklist for Residential Additions and Alterations, Architectural Drawings section |
| Energy compliance | Commercial buildings over 10,000 sq ft must submit an Energy Efficiency Compliance Acknowledgment, and projects adding or increasing space conditioning must complete a Commissioning Compliance Checklist. | — | energy/mechanical compliance forms | Commercial Permit Application Requirements page, Documents list |
| Green building | In the Central City Plan District, most buildings must meet an ecoroof coverage standard under the Zoning Code; an ecoroof built to that standard also counts as an approved stormwater facility under the Stormwater Management Manual, but added stormwater management may still be required if the ecoroof alone doesn't cover the site's full obligation. | Portland City Code 33.510.243 | roof plan, landscape/ecoroof plan, stormwater management plan | Guidance on CC2035 Ecoroof Requirements and the Stormwater Management Manual |
| Plumbing fixture count | For any proposed food service occupancy, the Multnomah County Health Department or the Oregon Department of Agriculture must approve the floor plan -- including fixture placement -- before city plumbing plan review occurs, and at least one county- or state-stamped copy of that plan must be submitted with the plumbing plans. | — | floor plan with plumbing fixture layout | Commercial Plumbing Plan Review Requirements (Program Guide), Section B.4, Additional Requirement for Food Service |
| Fire sprinklers and alarms | A multi-purpose fire sprinkler system supplied by the potable water system counts as one of the OAR-defined complex plumbing systems that requires plumbing plan review, and needs to be flagged as such on the plan-review-required checklist. | OAR 918-780-0040 | plumbing/fire protection plans, code analysis | Commercial/Residential Complex Plumbing Systems Requiring Plan Review Checklist |
| Site plan information | The site plan must show property lines and street names, the footprint of the building and other site structures with dimensions between them, grade elevations at building corners and property lines, and a north arrow. | ORSC 106.1.1 | site plan | Life Safety and Structural Review Completeness Checklist for Residential Additions and Alterations, Site Plan section |
| Site plan information | New construction and addition submittals need civil/site plans with grading and landscaping details in addition to the architectural, structural, mechanical and electrical plan sets. | — | civil/site plan, grading plan, landscape plan | Commercial Permit Application Requirements page, New Construction & Additions section |