Appeal 33425
Appeal Summary
Status: Decision Rendered OVER 33414 FROM (8/7/24) FOR MORE INFORMATION
Appeal ID: 33425
Submission Date: 8/15/24 6:53 AM
Hearing Date: 8/21/24
Case #: B-004
Appeal Type: Building
Project Type: Commercial
Building/Business Name: Pepsi Blocks Pavilion
Appeal Involves: Reconsideration of appeal
Proposed use: Mercantile
Project Address: 2505 NE Pacific St
Appellant Name: Franklin Callfas
LUR or Permit Application #: Permit 19-262028-CO
Stories: 1 Occupancy: M Construction Type: VB
Fire Sprinklers: Yes - Interior Roof, North & West Eaves
Plans Examiner/Inspector: Steven Mortensen
Plan Submitted Option: pdf [File 1]
Payment Option: electronic
Appeal Information Sheet
Appeal item 1
| Code Section | 2014 OSSC §703.3 Alternative Methods for Determining Fire Resistance |
|---|---|
| Requires | 703.3 Alternative methods for determining fire resistance. The application of any of the alternative methods listed in this section shall be based on the fire exposure and acceptance criteria specified in ASTM E 119 or UL 263. The required fire resistance of a building element, component or assembly shall be permitted to be established by any of the following methods or procedures:
|
| Code Modification or Alternate Requested | Allow applied intumescent coating as approved fire protection for existing steel connections based on engineering analysis. |
| Proposed Design | The proposed design consists of protecting a Steel Connection supporting the Heavy timber arched column at the ground level and at the top of member connection. A 1-hour fire-resistance rating will be achieved by the application of 39 mils of intumescent coating at the base steel connection and 74 mils at the top of member connection. Intumescent thicknesses are based on ESR-5314 as detailed in the attached engineering judgement analysis. RECONSIDERATION TEXT |
| Reason for alternative | Due to the unique conditions, fire protection for the original existing composite steel connection brackets is not supported by listed/tested ASTM E119 assemblies and therefore require engineering evaluation to meet the protection standards per Chapter 7 of OSSC. An engineering analysis stamped by Franklin Callfas, an Oregon registered FPE is attached to support this alternate. RECONSIDERATION TEXT |
Appeal Decision
Allow applied intumescent coating as approved fire protection for existing steel connections based on engineering analysis: Granted provided storage of combustibles is prohibited within 5 feet of the pinned connections.
"The Administrative Appeal Board finds that the information submitted by the appellant demonstrates that the approved modifications or alternate methods are consistent with the intent of the code; do not lessen health, safety, accessibility, life, fire safety or structural requirements; and that special conditions unique to this project make strict application of those code sections impractical.
Pursuant to City Code Chapter 24.10, you may appeal this decision to the Building Code Board of Appeal within 90 calendar days of the date this decision is published. For information on the appeals process, go to www.portlandoregon.gov/bds/appealsinfo, call (503) 823-6251 or come to the Development Services Center."