Hi I don't know if anyone out there can help, I am currently undertaking a reinforced beam for my foundation. The beams have been prefabricated and supplied and I am about to place them in the trenches, I understand about cover and the amount of lap that is required when tying them together but I am a little unsure on jointing into corners (for which loose bars have been provided) and also the piles which have been prepared. If anyone could point me in the direction of standard details so I could make sense of my engineers drawing (who is now away on holiday) I would appriciate it