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Attached to the e-mail MCU15/0058 Application forms.
Design Information Sheet Building Details Item Design Value Building Description Portal Design Steel Frame and Steel Clad Building Job Reference # WSS151082 Site Address School Street POMONA QLD 4568 Building Classification Class 10 Effective Design Height 3.43 m Main Building Left Leanto Right Leanto Length 12m NA NA Bay Size 3 evenly spaced. NA NA Span 8m NA NA Roof Pitch 12 degrees NA NA Pressure Coefficients Item Design Value Reference Internal Pressure coefficient CPI 0, -0.3 AS/NZS 1170.2 Clause 5.3 ‘Windward Wall (External Across) } 0.7 AS/NZS 1170.2 Table 5,2 (A) Windward Rafter (External Across) | -0.76, -0.31 AS/NZS 1170.2 Table 5.3 (B) Leeward Rafter (Extemal Across) | -0.47 AS/NZS 1170.2 Table 5.3 (C) Leeward Wall (External Across) -0.3 AS/NZS 1170.2 Table 5.2 (B) Side Wall (External Along) -0.65 AS/NZS 1170.2 Table 5.2 (C) Rafters (Extermal Along) -0.9, -0.4 AS/NZS 1170.2 Table 5.3 (A) Local Pressures Applied Yes AS/NZS 1170.2 Table 5.6 Site Classification Item N | NE| E | SE| S | SW] W/ NW Wind Region B Importance level 2 Terrain Category 3 3 3 3 3 3 3 3 Shielding Multiplier (Ms) 09 109 J 1 1 1 1 0.95 | 0.9 Topographic Multiplier (Mit) 1 1 1 1 1 1 1 1 . Wind Direction Multiplier (Md) | 0.95 | 0.95 | 0.95 | 0.95 | 0.95 | 0.95 | 0.95 | 0.95 Design Wind Speed 45 ms Snowload Factor OkPa ' Seismic Factor (Z) NA \
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