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DAE change their mind on 3/8 inch joints after seeing a 62 foot wall in Tucson?
I always ran 1/2 inch joints because that's how my first foreman in Phoenix trained me, said anything tighter was showing off. Then a guy on a job in Tucson laid a 62 foot wall with 3/8 joints and it looked cleaner and needed way less mortar, maybe 15 bags less over the run. Has anyone else switched their joint size after seeing somebody else's work, or am I the only one who got humbled?
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