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3902 Vtll.A SAN JOSE DRIVE, JACKSONVILLE, FLORIDA 32217 (904) 731-7978 lag (904) 731-7771 <br />FEM Foundation Results <br />Loads Applied to Rooftop and Exposed Truss Only (Wind Speed Considered = 70 mph) <br />B. Wire Guy and Ground Anchor Requirements (Cont.) <br />2. Roof Top Longitudinal Guy (2nd) <br />T:= 2.01 kips (Maximum Force in Guy) <br />U := 1.67 kips (Maximum Uplift at Guy Anchor) <br />H:=1.13 kips (Maximum Lateral Force at Guy Anchor) <br />1.5·H+B·UAltematively; Wreq := <br />P <br />Wreq = 5.437 kips (Ballast Weight Required) <br />31a. Concrete Block Required:breq:= Wreq <br />0.145 breq=3.347 ft. cube of Concrete <br />b. Gallons of Water Required:VoI:=Wreq <br />0.063 <br />7.476 Vol = 645.Gallons of Water <br />3. Roof Top Transverse Guy <br />T:= 3.00 kips (Maximum Force in Guy) <br />U:= 2.12 kips (Maximum Uplift at Guy Anchor) <br />H:= 2.12 kips (Maximum Lateral Force at Guy Anchor) <br />1.5-H+B·UAlternatively; Wreq := <br />P <br />Wreq = 9.187 kips (Ballast Weight·Required) <br />a. Concrete Block Required: breq := Wreq <br />0.145 breq= 3.987 ft. cube of Concrete <br />Wreqb. Gallons of Water Required:Vol:= - <br />0.063 <br />7.476 Vol = 1090 Gallons of Water <br />4. Sound Wing Guy <br />T:= 1.63 kips (Maximum Force in Guy) <br />U:= 1.27 kips (Maximum Uplift at Guy Anchor) <br />H.= 1.02 kips (Maximum Lateral Force at-Guy Anchor) <br />1.5·H+B·IJAlternatively; Wreq := <br />P <br />Wreq = 4.67 kips (Ballast Weight Required) <br />3fwi;qa. Concrete Block Required:breq:= 1- <br />JO.145 breq = 3.182 ft. cube of Concrete <br />b. Gallons of Water Required:Vol ::Wreq <br />0.063 <br />7.476 Vol= 554 Gallons of Water <br />A