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Royale Homes <br />Plan Check #50675 <br />February 7, 1996 <br />Page 3 of 4 <br />15. <br />Provide assumed design load on the drawings including: <br />a. Seismic zone <br />b. Wind exposure and speed <br />c. Snow load <br />d. Floor line load <br />e. Deck line load <br />f. Soil bearing pressure <br />g. Equivalent fluid pressure <br />16. <br />Specify nailing per table 23-I-Q18. <br />17. <br />Specify all post/beam, post/footing, beam/beam connections. A positive connection is <br />required for uplift and lateral support/2324. <br />18. <br />Assumed soil bearing pressure is limited to 2000 lbs/sq. ft. (29.2 kn/m) unless soils report <br />recommends otherwis&1805 & T18-1-A. <br />19. <br />Call out anchor bolt size and spacing on foundation plan or details. Show both typical <br />wall and shear wall condition. <br />20. <br />Show size, location and embedment length of hold down anchors on foundation plan. <br />foundation <br />Note on plan that hold down hardware must be secured in place prior to <br />inspection. <br />21. <br />Show min. 18" (457mm) clearance from grade to bottom of floor joists and min 12" <br />t <br />(305mm) clearance to bottom of girders. <br />f, <br />22. <br />Footings and foundations shall extend below the frost line. Foundations supporting woo <br />' <br />shall extend at least 6" (152mm) above the adjacent finished grade. <br />I <br />I 23. <br />Show the maximum foundation wall height and the maximum backfill height. <br />24. Show drainage for the foundation. <br />