For tilt-up wall panels (especially 5.5" ones), how would you typically provide hooked dowels to the slab pour strip (or to a concrete mezzanine floor if needs be), since the hook development length is too long? It seems like a commonly overlooked error - even the TCA engineering manual shows it this way. Epoxy dowel development lengths are shorter but the contractor won't be happy about all that drilling. Thanks for your thoughts on this.