This structural detail indicates the ultimate load criteria for a roof davit base plate connection at the top of structural steel. The design accommodates an ultimate vertical load of 5.5 kips and an ultimate moment of 45 kip-feet for three hundred sixty degree rotation of the davit. An alternate note indicates an ultimate load capacity of 5 kips in all directions. The davit base and its connection to the primary structural frame are provided by others.
P ULT = 5.5k M ULT = 45 KIP FT (FOR 360° ROTATION OF DAVIT) DAVIT BASE AND CONNECTION TO PRIMARY STRUCTURAL FRAME BY OTHERS, SEE "TYP ROOF DAVIT POST" DETAIL TOP OF STRUC STEEL 5k ULT IN ALL DIRECTIONS DAVIT LOAD P ULT = 5.5k M ULT = 45 KIP FT (FOR 360° ROTATION OF DAVIT) DAVIT BASE AND CONNECTION TO PRIMARY STRUCTURAL FRAME BY OTHERS, SEE "TYP ROOF DAVIT POST" DETAIL TOP OF STRUC STEEL 5k ULT IN ALL DIRECTIONS DAVIT LOAD
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