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BRIGGS ENGINEERING. Inc. a Copyright BE12020 is dean@briggs-engineering.com^ ip <br />PRE -FABRICATED BUILDING DESIGN - FOUNDATION CALCULATIONS IBC-2015, WBC & IBC-2018, OSSC-2019 [most restrictive] <br />CLIENT Pacific Mobile OWNER: Varies, Criteria 25,40,100C,D,1.5,1500 <br />Date: 28-Mar-20 PO# E20068 Location: Standard KCDA Fdn - West of Cascades <br />Project #: 202001 # 07.2-1 28x32 - Modular Style Building - State(s): OR, WA PNW <br />Classroom <br />I. DESIGN CRITERIA: <br />Building Risk Category, BRC: <br />Dead Load: <br />Roof, RDL = <br />Ceiling CDL = <br />Ceiling CLL = <br />E&M, EM = <br />Floor, FDL = <br />Wall, WDL= <br />Roof Live Load: <br />General Roof Minimum Load, RML <br />Ground Snow Load <br />Snow Load, RSL = 0.7*Ce*Ct*Is*AGSL <br />Design Roof Live Load, RLL <br />Load Duration Factor, Cd = <br />Floor Load: <br />Uniform Floor Load, FLL= <br />Concentrated Live Load, p = <br />Partion, PDL = <br />Wind Load: <br />Basic Wind Speed, V = <br />Directional Factor Kd = <br />"a" Edge Pressure Distance = <br />2 <br />Roof Slope = 0:12 = <br />Ave. Lateral Edge Wind Pressure, Wep = (A&B) <br />Ave. Lateral Interior Wind Pressure, Wip = (C&D) <br />Average Lateral Wind Pressure, Wp = <br />Ave. Uplift Edge Wind Pressure, Wep = (E&F) <br />Ave. Uplift Interior Wind Pressure, Wip = (G&H) <br />Average Uplift Wind Pressure, Wp = <br />Exposure Category = 0 Exposure Factor, A = <br />Wind Topographic Factor, Kz = <br />Design Wind Pressure, Dwp = Wp*A*Iw*Kz = <br />Average Uplift Pressure, Dwulp (OTM) = <br />psf <br />psf <br />psf <br />psf <br />psf <br />psf <br />psf <br />psf <br />psf <br />a� <br />psf <br />1000 lbs. <br />0 psf <br />Omph <br />3.00 ft <br />9.46 Degrees <br />19.03 psf <br />10 psf <br />11.69 psf <br />-21.27 psf <br />-14.94 psf <br />-16.13 psf <br />1.21 <br />14.15 psf <br />-19.51 psf <br />ASCE 7, Table 1.5-1 <br />psf/1000 ft <br />psf Min Snow Roof Load <br />ASCE 7, Table 4.3-1 <br />ASCE 7, Table 4.3-1 <br />IBC Section 1607.5 <br />ASCE 7, Figure 26.5-16 <br />ASCE 7, Table 26.6-1 <br />ASCE 7, Figure 28.5-1 <br />ASCE 7, Figure 28.5-1 <br />ASCE 7, Figure 28.5-1 <br />ASCE 7, Figure 28.5-1 <br />ASCE 7, Figure 28.5-1 <br />ASCE 7, Figure 28.5-1 <br />ASCE 7, Figure 28.5-1 <br />ASCE 7 Section 26.8.1 <br />ASCE 7, Figure 28.5-1 <br />2001.07.2,KCDA FDN-Calcs-28x32 WW KCDA MOD-CR FDN <br />