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:; <br /> µ� <br /> .i� <br /> W'i <br /> Plan Check #� 36499 <br /> Kovach/Ovitt Partnership <br /> Page Two of Two <br /> / <br /> ✓�6. Modify the retaining wall deLail 3/A6 as follows or provide <br /> �� structural calculations: <br /> A) #4 Vertical at 16" o.c. <br /> B) #4 Horizontal at 10" o.c. <br /> �3C) Lap bent bars from footing 24" minimum <br /> � D) Place reinforcing bars 2" c.lear from sidewalk side of <br /> Wdll. <br /> ,---�._ E) Provide free-draininq backfill full height of wall <br /> � � <br /> /�� �`7 . Detaxl 11/A6 threshold heiqht cannot excead 1/2 inch alonq <br /> �the accesaible route of travel. <br /> �� �;8 Door #l0 must provide a 32" minimam clear opening measured <br /> fzom the face of the latch stop to the face of the door <br /> when opened at 90 degree. <br /> . /9. Pleasa provide interiar elevations of the toilet rooms to <br /> � illustrate equipment mountinq heights and non-absorbent <br /> j wall surfaces per Section 510. <br /> ,',1G <br /> „�sj� �'" 10.Separate toilet facilities for each sex must be provided <br /> l� in Group B occupancies when t:he number of employees exceeds <br /> 1� four and both sexes are employed per Section 705. <br /> �/ ✓i1.Water resistant gypsum wall board cannot be used for <br /> ceiling applications per Section 4712. <br /> ✓12.Please provide a stair section to illustrate riser <br /> heights, handrail placement and extensions minzmum 6'-e" <br /> headroom clearance, and proposed stair construction. <br /> 13 .Please provide structural calculations for ail n ara et <br /> footings, entry canopy framing and connections, p P <br /> extensions (for lateral and snox drift) and lateral load <br /> analysis. <br />