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EDISON FOARD <br />PO Box 19888 <br />Charlotte, NC 28219.0888 <br />Ph : (704)329-8000 <br />To: Paul Bielicki <br />Moseley Architects <br />11430 North Community House <br />Road <br />Charlotte, NC 28277 <br />Ph: 704-540-3755 Fax: 704-540-3754 <br />CC: <br />Subject: Expansion Joint Support <br />Drawing: A5.2.2 Detail 17 and A10.2 <br />Cost Impact: TBD <br />I RFI <br />RFI #: 181 <br />Date: 4/9/2017 <br />Job: 16-2711 Kannapolis Middle School <br />Phone: <br />Spec Section: <br />Schedule Impact: TBD <br />Request: Date Required: 4/12/2017 <br />Due to additional tapered roof insulation required, the detail for the expansion joint between buildings C and D at roof level will not <br />work. Is it acceptable to construct a knee wall, preferably out of metal studs, to support the expansion joint? <br />Requested by: Jerry Anderson <br />Edison Foard Inc <br />Response: <br />It is acceptable to build a knee wall in place of 2x blocking. Ensure any knee wall constructed has solid <br />backing on the vertical face for support of the AVB system. <br />Answered by <br />Company Date <br />P'?A8Wr1eP number3\n <br />F-7 Page 141 <br />