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, 2. The stair vead rise �inch minimum, 7.5-inch maximum) and nm (1 t=inch <br />minimum) should be shown on the plans. Section 1003.3.3.3 <br />3. At least one handrail should extend in the direction of stair run not ]ess than 12- <br />inches beyond the top riser nor less than 23-inches beyond the bottom riser. Section <br />10033.3.6 <br />AccessibiGty <br />1. Riser backs should be shown for the stairs on detail E/5. Section 1106.9.2 <br />2. The doors into the stair enclosures should swing into the stair enclosure to comply <br />with the clear doorway width and depth requirements of Section 1106.10.3. 1'he <br />hallway� leading into the stair enclosure should be provided with a minimum of 12 <br />inches of clear width measured from the latch side of the door edge to the hallway <br />wall (for a minimum of 48-inches deep perpendicular to the door). Section <br />1106.103, Item 2 <br />1 <br />� <br />3 <br />STRUCTURAL <br />Provide verification of capacity of 3 1/8 x 10 1/2 GL to support provided loading <br />of DL = IS PSF, SL = 25 PSF. <br />Provide verification of capacity of sistered 2 x 6� 16" o.c. to support office live <br />loading of 50 PSF plus roof loading from Item 1. <br />Provide sufficient evidence that all loading will be suppoRed by an adequate <br />foundation. <br />Prepare a response le[ter showing where each item in this conection letter is addressed <br />on the plan set. <br />Upon submittal of the drawings, your application will be given priority and plan review <br />will recommence. <br />All required submittals shall be of suffcient detail and contain sufficient information to <br />ensure that the proposed structure will be constructed in compliance with all adopted <br />codes. <br />3incerely, <br />C�" �� <br />To� <br />Associate Engineer <br />DlUVPLN[AMSTI:1LEEq116 R(XKGPGLLEP 3 <br />Sincerely, `��/h_ , ,,'�� <br />� � r�-�-� <br />Steve Niillet <br />Associate Engineer <br />