Table 2-3 Horizontal Elements Source* Roof Sheathing: plywood 5/8” Joists: 2 on center x 8 @ 16” Purlins: None Beams: None Girders: None Truss Type 1: None Truss Type 2: None Attic insulation: Yes or no. If yes, provide brief description Floors Type: slab on grade 4” concrete Vertical Elements Columns: None Walls: Partially grouted reinforced concrete 6” slump block bearing Column foundations: None Wall foundations: Concrete strip footings * D Structural Drawing FO Field Observations T - Testing – – Comments: Table 2-4 TRUSS TYPE 1 Truss location: Classroom Truss span (ft): 50 Ridge connection: Split ring Top chord: 2x6 Top chord/Web connection: Nails Bottom chord: 2x6 Bottom chord/Web connection: Nails Web members: 1x4 Bottom chord splice connection: Split ring Bottom/Top chord connection: Split ring
Table 2-3 Horizontal Elements Source* Roof Sheathing: 5/8” plywood Joists: 2 x 8 @ 16” on center Purlins: None Beams: None Girders: None Truss Type 1: None Truss Type 2: None Attic insulation: Yes or no. If yes, provide brief description Floors Type: 4” concrete slab on grade Vertical Elements Columns: None Walls: Partially grouted reinforced concrete 6” slump block bearing Column foundations: None Wall foundations: Concrete strip footings * D – Structural Drawing FO – Field Observations T - Testing Comments: Table 2-4 TRUSS TYPE 1 Truss location: Classroom Truss span (ft): 50 Ridge connection: Split ring Top chord: 2x6 Top chord/Web connection: Nails Bottom chord: 2x6 Bottom chord/Web connection: Nails Web members: 1x4 Bottom chord splice connection: Split ring Bottom/Top chord connection: Split ring
StructuralEvaluationReport-Template-SeminariesAndInstitutes.docx