2301 COLBY AVE 2018-03-12 - Laserfiche WebLink

4 _s r PI:, ; ` •, c Li L FEBl 0 G V`f To: Everett Public Works Li "i: CITY 0 , , i Attn: Meg Haley, Plans Examiner ; From: Impression Design, Doug Engelson Date: r —25 `ie 10 'o'o Ir RE: 2301 Colby Remodel for Stoyan Mitrachkov, #BW1501-002 Following is an item by item response to your corrections letter, dated 2-2-15: GENERAL: Mare- uiel C1� See code analysis already in the "Notes" on Sheet 1. Note 9 has the code identified. Note 7 has the Type of Construction. Note 8 has the Occupancy Classifications. Note 11 has the Occupant Loads (adding up to 81 occupants total). 0 O.K. A . See already identified on Sheets 1 and 2. Brackets have now been added to help see Units A through D. ✓4. See Site Plan included. 5.0To my knowledge the drawings now show it. i/b. O.K. ✓c. See revision to Note 1 on Sheet 1. d. See header added to New Bath at Unit D on Sheet 2. All other new openings already have headers called out. STRUCTURAL: 1. See the framing already on the floor plan on Sheet 1. See "Legend"and floor plan on Sheet 1 for bearing partitions. The lateral forces engineer, Chris Covington of Structural Design Associates (SDA), is responsible for the lateral forces design. His new moment frame is already shown on the Main Floor Plan on Sheet 1. The details of said moment frame is in the drawings prepared by SDA. To my knowledge, he has not identified any new shear walls,thus I believe him to say that the existing structure with the new moment frame meets code regarding lateral forces. 2. See framing already shown on the floor plan on Sheet 1. The live load for the new bath.is 40 lbs/sf per Table 1607.1. Dead loads: 5/8" GWB ceiling @ 3 lbs/sf + floor deck @ 1.9 lb/sf + vinyl flooring @ 1 lb/sf = 5.9 lbs/sf. Thus, D+L =45.9 lbs/sf x 1.33 ft = 61 lbs/If. See revised calculations page 4 for"occupiable roof" and revised framing on floor plan on Sheet 1. 3. See Note 17 added to Sheet 1. /�Page 1 of 3