I've got a situation where a builder is installing an iron csst hybrid system. When I did the calculations based on the examples in the book I came up with him needing 1-1/4" to his first T then being able to drop down to 1". He came back with a proposed change to using all csst with a mfgr's chart showing 3/4" would work for his layout. Where I am getting confused and suspicious is the allowable pressure drop. How do I determine that he is using the correct pressure drop.