2408 RAVENNA ST 2016-01-01 MF Import

� - � �.. Ltr. Tredwav (CO209-010) September 24, 2002 Page 2 9. The bottom of the glue laminated beam in the basement is less than 7'0" above the finished floor. 10. The GLB appears to be inadequate for the minimum loads specified in the UBC. I1. The floor joists specified are not the correct nomenclature provide the current joist description. 12. Specify beam size species and grade of beams at stairs. 13 Insulation baffle shall extend 6" vertically above batts and 12" vertically above loose fill insulations. Show requirement on plans. 14. All above grade walls and below grade walls wi[h insulation on the interior aze required to be insulated to R-21. 15. See enclosed typical residential foundations wall detail. Incorporate all requirements into drawing set. 16. Typical stair section does not show guardrail requirement. Handrails are not require� to extend 6" past the stairs. Retum handrails to wall. 17. Provide footing under stair stringers. 1S. Verify foatings under both ends of the GLB in the basement. 19. Show step-downs on foundation plan. 20. The deck detail on sheet 3 calls out a CC68 on top of the posts but the framing plan for the deck (Sht. 3) shows a 4 x 10 beam. 21. The slab on grade detail on sheet 10 does not show R-10 rigid insulation with u thermal break. 22. The monolithic slab detail does not show exterior rigid insulation. The insulation is required to be protected from exposure to ultra-violet light and from impact. 23. Specify safety glass in hazazdous locations per 2406 UBC. 24. Show all required hold downs on the foundation plan. 25. Show height calculations on elevation view. Specify reference point and max elevation. 26. Special inspection required per Nelson Geotechnical Associates, Inc. dated September 16, 2002. "Final subgrade to be evaluated by a geotechnical engineer .." prior to pouring concmte. Include this requirement on foundation plan. rnanvri scna�six.,i{nu�:�.�cro:m.omc+oe Kaveunnsn �