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Neom demo — Oakridge
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DEMO-1 · RFI #21
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For the slab-on-ground at gridlines B and C, please confirm the required cover to the top reinforcement. Drawing S-201 Rev B notes 30mm on the typical detail, but detail 5/S-301 shows 40mm at the doweled construction joint. Which prevails at the joint? Test RFI raised during functional audit rerun.
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