TABLE 5-1 FLOOD HAZARD INFORMATION and FLOOD LOADS
TABLE 9 STRUCTURAL DESIGN INFORMATIONRISK CATEGORY: FORMTEXT ?????IBC Table 1604.5LIVE LOADSFloor Live Load(s) - List the Fll for each occupancy/use.Occupancy/Use: FORMTEXT ????? Fll = FORMTEXT ????? PSFOccupancy/Use: FORMTEXT ????? Fll = FORMTEXT ????? PSFOccupancy/Use: FORMTEXT ????? Fll = FORMTEXT ????? PSFOccupancy/Use: FORMTEXT ????? Fll = FORMTEXT ????? PSFRoof Live LoadRll = FORMTEXT ?????PSFGround Snow Load pg = FORMTEXT ?????PSFIBC Figure 1608.2 ( or ASCE 7)WIND LOADSAnalysis Procedure: FORMTEXT ?????ASCE 7 or IBC 1609.6Basic Design Wind Speed: V = FORMTEXT ????? MPHIBC Fig’s. 1609.3(1)-(4)Exposure Category: FORMTEXT ?????IBC 1609.4.3Internal Pressure Coefficient: GCpi = FORMTEXT ?????ASCE 7External Pressure Coefficient: GCp = FORMTEXT ?????ASCE 7Protection of Openings RequiredYes FORMCHECKBOX No FORMCHECKBOX IBC 1609.2If “Yes”, check one:Impact Resistant Glazing FORMCHECKBOX Impact Resistant Covering FORMCHECKBOX SEISMIC LOADSSeismic Importance Factor: Ie = FORMTEXT ?????ASCE 7 Table 1.5-2Site Class: FORMTEXT ?????IBC 1613.2.2Mapped Spectral Response Accelerations:Ss = FORMTEXT ?????S1 = FORMTEXT ?????Design Spectral Response Acceleration Parameters:SDS = FORMTEXT ?????SD1 = FORMTEXT ?????Seismic Design Category: FORMTEXT ?????IBC Tables 1613.2.5, 1613.2.5.1 or 1613.2.5.2Basic Seismic Force Resisting System: FORMTEXT ?????ASCE 7 Chapter 12Design Base Shear: FORMTEXT ????? KIPSSeismic Response Coefficient(s): Cs = FORMTEXT ?????ASCE 7Response Modification Factor(s): R = FORMTEXT ?????ASCE 7Analysis Procedure: FORMTEXT ?????ARCHITECTURAL-MECHANICAL-ETC. LOADSProvide as applicable: architectural items, mechanical, plumbing, etc. per ASCE 7SPECIAL LOADSProvide as applicable: abnormal items, moving loads, impact, hoisting, etc. per ASCE 7*per IBC Chapter 16 and ASCE 7 -- Information may be shown on initial Structural Sheet of the drawings or on Sheet with other code information. List floor design loads on structural plans. ................
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