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2715 HEWITT AVE TREND HAIR SOCIETY 2022-03-23
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2715 HEWITT AVE TREND HAIR SOCIETY 2022-03-23
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Last modified
3/23/2022 2:39:28 PM
Creation date
8/17/2021 7:34:25 AM
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Address Document
Street Name
HEWITT AVE
Street Number
2715
Tenant Name
TREND HAIR SOCIETY
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• All bathroom sinks have existing pipe protection. Field verified by customer <br />March 1st, 2021. No change required. I have made a note in each bathroom <br />on Sheet 1, as well as Details E2, E3, E5, and E6 on Sheet 3. <br />The details should clearly indicate the flush control is required on the open side of the <br />water closet. <br />• Flush controls have been field verified March 1st, 2021 and are in <br />accordance with ADA requirements. Each bathroom has the flush handle on <br />the open side of the water closet. I have added notes to Sheet 1 and to Details <br />E2 and E5 on Sheet 3. <br />The height of the water closet should be specified. <br />• Water closets have been field verified March 1st, 2021. Height from floor to <br />top of seat is 18". I have added dimensions to Details El, E2, E4, and E5 on <br />Shet 3. <br />The front door appears to include notes regarding the ramp. <br />• [There is no ramp. Threshold meets 1/2" max height requirement. Back door <br />also meets this requirement.] <br />Previous comments regarding the front door (i.e., accessibility improvements per IEBC <br />Section 705.2) not complying with accessibility requirements were addressing the fact <br />that the door does not have a minimum side clearance of 18" as required by ICC <br />A117.1-09 Figure 404.2.3.2(a). Again, the review comments are not requiring that the <br />door be revised. The front door has only been identified as a potential issue that could <br />be improved to satisfy the requirements of IEBC Section 705.2. <br />• This was a great idea until, per the owner, the stone adjacent to each side of <br />the entry way has been identified as structural. Cutting the stone to provide <br />18" clear space on each of the front entry is not feasible. I have revised the <br />note on to show actual clearance. <br />Detail B on Sheet 2 includes connection of the walls to the trusses. This potentially puts <br />a lateral load on the bottom truss chords, which they are not designed to support. The <br />bottom chords should be braced (e.g., diagonal bracing extending up to the roof <br />sheathing, etc.). <br />• I have replaced the connection method with a Simpson Type HDTC4 wall to <br />truss connector. See Detail B, Sheet 2. This will allow the trusses to move <br />independently of the wall and still maintain structural integrity. <br />
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