22
2” x2” wood slats at 4”-6” o. c. PTFE fabric-tensile membrane 2” x8” intermediate bracing at 4’ o. c. 2” x8” sampson strong-tie hanger 18” deep glulam 3- point arch at 4’ o. c. 2” x8” sampson strong-tie hanger metal plate bracing at glulam connection moments 2” x2” wood slats at 4”-6” o. c. 10” deep glulam arch secondary member
A1. Glulam + Intermediate Connections
A1
A2
A2. Footing + Glulam Connections
2” x2” wood slats at 4”-6” o. c. 10” deep glulam arch secondary member 18” deep glulam 3-point arch tapering to 10” deep at foundation bracing 2” x2” wood slats at 4”-6” o. c. PTFE fabric-tensile membrane metal plate bracing at foundation foundation anchor bolts gravel in-fill and ground cover isolation joint placed between slabs and foundation sleeve walls 6” concrete slab with 4” gravel in-fill and rebar foundation drainage 10” wide concrete foundation sleeve wall 4’ 6” concrete spread footing with rebar combined( 3’ single footing width)