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,M <br />ITE�1 N0. <br />10. <br />11. <br />12. <br />13. <br />14. <br />15. <br />UVIFORDi BUILDI\G CODF: 198? ??DITIO\ <br />The handgrip portion of stair handrails shall have equivalent <br />gripping surface to 1-1/4"-2" round section. <br />14 gage sheet metal pan is not capable of supporting the <br />exterior stair landings. <br />Submit justification for use of soil bearing pressures <br />exceeding 2000 pounds per square foot. <br />1-1/2" offset in floor at door to unit exceeds allowable <br />1/2" at handicapped units and 1" allowable at all others. <br />Center wall in Ruildings 11 and 12 is non-bearing yet is <br />referenced to 16" wide footing, while bearing wall running <br />perpendicular to it is shown to be 12" wide. It is <br />suggested that all interior thickened slab footings be 16" <br />wide (minimum). <br />Sheet 6 of structural calculations indicates direction of <br />floor joists which does not agree with the unit framing <br />plan shown on Sheet 5-13. <br />CODE SEC. <br />3306(j) <br />3304(h) <br />Page Z of 2 <br />