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s. Hand rails to be provided on both sides of the stair at +34" AFF of treads. Please see <br />structural calculation indicating load resistance of 50 plf, detailed as requested, plus <br />calculations for 200-pound point load. Also included with the revised plans are detaiis for the <br />handrail construction. <br />7. Completed <br />8. New Comment 2: The space under the existing portion of the stairs is not being changed, <br />one hour constniction per wail type 'B' (2 x 6) or'C' (2 x 4) shall be verified and updated as <br />required. <br />9. New Comment 3: See revised detail 1/A2.2, the landing is existing and no work is proposed <br />to that portion of the stairs. The new portion of the stairs shall be connected to the existing <br />concrete wall that was originaliy a 4-hour separation wall under the theatre permit. The <br />ceiling system under the new portion of the stair shall be constructed as a 1-hour assembly <br />per stair section 1/A2.2. <br />Accessibility: <br />1. Completed <br />2. Completed <br />3. Completed <br />Two sets of revised documents have been provided with this letter for submittal along with <br />reduced plans for room-by-room occupancy break down. Please call 360-435-5514 or email me <br />at GDP(a�GTE.NET if you have any questions. Thank you for your time and consideration <br />regarding this project. <br />Sincerely, <br />Ruth E. Gonzale�s, Architect <br />Gonzales Design Partners <br />P.O. Box 97 <br />Arlington, Washington 98223 <br />� <br />