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DATE/TIME TYPE OCCUPANCY CONST TYPE UGB: SITE: BUILDING PERMIT 09/01/98 11:07 PERMIT NO Residential accessory struct STATUS U-1 ISSUED V-N TO EXPIRE PAGE 98-06537 ISSUED 09/01/1998 02/28/1999 2 PLAN REVIEW COMMENTS AND CONDITIONS REQUIRED SETBACKS~ Front: Left: 13 Right: 13 Rear: 13 Special~ MUST BE LOCATED IN REAR YARD 1. THIS PLAN REVIEW WAS COMPLETED BY M, JONES ON 08/31/98. 2. Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable regulations of local government, 2.Approved for private non-commercial use only. 4. This structure is being reviewed as a NONFARM AGRICULTURAL BUILDING. The proposed use is an ARENA/BARN with 6.000 square feet. Since the square footage is greater than 2.000 square feet. the building does not meet the requirements of Sections 212.2.1 or 312,2.2. The Exception in Section 312.1 is applicable for this structure. 5. NONFARM ARIGCULTURAL BUILDING. (OSSC Appendix Chap 3) Nonfarm arigcultural building is a structure which by use or character of its occupancy is similar to a farm building but is not located on a farm, 6. E)FTERIOR WALLS & OPENINGS. (OSSC Appendix Sec 329) Except where TABLE 6-A requires greater protection, exterior walls of arigcultural buildings shall not be less than one-hour fire-resistive construction when less than 20 feet from property line. Openings in exterior walls of arigcultural buildings which are less than 20 feet from property lines shall be protected by fire assemblies having a fire-protection rating of not less than three-fourths hour. 7. MAXIMUM OCCUPANT LOAD, (OSSC Sec 1002) The maximum occupant load for this structure is 49 and less. When 50 or more occupants would be in this building, the building would be classified as an assembly area and the requirements for such use will be applicable. NOTE: AS PER THE STATMENT PROVIDED BY SUSAN WILSON, THE ARENA WILL HAVE 1-2 PEOPLE IN THE POLE BARN AT ANY ONE TIME, 8.***************** STRUCTURAL ENGINEER **~-******************* The engineer of record for this project is: MICHAEL R. SALITURO Stamp Number 08682PE 424 Cherrywood Ct. S,E. Salem. Oregon 97306 9. TRUSS DESIGN. Roof trusses are required to be designed by an Oregon registered Engineer or Architect. For trusses manufactured by an approved fabrication plant, have the design and layout drawings available at the construction site for the framing inspeciton, All jobsite cutting or modification of the roof trusses shall be clearly shown in the engineers's design calculations and drawings, If trusses are to be built at the jobsite, submit the engineer's design and construction plans to the Marion County Building Depart- ment prior to start of construction and have the approved drawings available at the site for the framing inspection, 10. EXIT FACILITIES. (OSSC Appendix Sec 320) Exit facilities shall be as specified in Chapter 10. EXCEPTIONS: 1, The maximum distance of travel from any point in the building to an exterior exit door. horizontal exit, exit passageway or an enclosed stairway shall not exceed 300 feet. 2, One exit is required for each 15.000 square feet of floor area and fraction thereof. 3, Exit openings shall not be less than 2 feet 6 inches by 6 feet 8 inches.