- Thread starter
- #61
Design Issues -- for those interested...
Accutruss says the 24" parallel scissor truss in the plan will not pass inspection with the 3:12 roof- I need a 36" tall girder truss for the 36 foot span. This reduces my floor to peak clearance from 15'6" to 14'6" still OK for the Benpak hoist. Now with the big girder truss I asked them to design it with a 1,500 lb. load 6' either side of the midpoint for a small chain or electric hoist.
I also need engineered walls (which the designer didn't mention) since they are over 12' high (another $700 for design) - ding-ding-ding.
Accutruss says the 24" parallel scissor truss in the plan will not pass inspection with the 3:12 roof- I need a 36" tall girder truss for the 36 foot span. This reduces my floor to peak clearance from 15'6" to 14'6" still OK for the Benpak hoist. Now with the big girder truss I asked them to design it with a 1,500 lb. load 6' either side of the midpoint for a small chain or electric hoist.
I also need engineered walls (which the designer didn't mention) since they are over 12' high (another $700 for design) - ding-ding-ding.