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BRIGGS ENGINEERING, Inc. Copyright BE12020 dean@briggs-engineering.com <br /> PRE-MANUFACTURED BUILDING PAD&PIER FOUNDATION DESIGN-FOUNDATION CALCULATIONS IBC-2018,ASCE 7-16 <br /> CLIENT Pacific Mobile OWNER: Port of Everett Criteria 25,50,100C,D,1.251,1500 <br /> Norton Expansion 2600 Federal Street,Everett,WA <br /> Date: 17 Dec 21 PO# E21199 Location: 98201 <br /> Project#: 202101 # 20.1-1 10x46 Mobile-Office State(s): WA 98201 <br /> I.DESIGN CRITERIA: <br /> Building Risk Category, BRC: II ASCE 7,Table 1.5-1 <br /> Dead Load: Roof,RDL= 10 psf <br /> Ceiling CDL= 1 psf <br /> Ceiling CLL= 1 psf <br /> E&M= 1 psf <br /> Floor, FDL= 9 psf <br /> Wall,WDL= 9 psf <br /> Roof Live Load: General Roof Minimum Load, RML 20 psf <br /> Ground Snow Load ASCE 7 15 psf <br /> Snow Load, RSL= 0.7*Ce*Ct*Is*AGSL 25 25 psf Min Snow Roof Load <br /> Design Roof Live Load, RLL 25 psf <br /> Wood Load Duration Factor,Cd= 1.15 <br /> Floor Load: Uniform Floor Load, FLL= 10ffice 50 psf ASCE 7,Table 4.3-1 <br /> Concentrated Live Load,p= 2000 lbs. ASCE 7,Table 4.3-1 <br /> Partion,PDL= No 0 psf IBC Section 1607.5 <br /> Wind Load: Basic Wind Speed,V= 98 mph ASCE 7 100 mph ASCE 7, Figure 26.5-16 <br /> "a" Edge Pressure Distance= 3.00 ft ASCE 7,Figure 28.5-1 <br /> 1 Roof Slope= 0.5 :12= 4.76 Degrees <br /> Ave.Lateral Edge Wind Pressure,Wep=(A&B) 16.48 psf ASCE 7,Figure 28.5-1 <br /> Ave.Lateral Interior Wind Pressure,Wip=(C&D) 16.48 psf ASCE 7, Figure 28.5-1 <br /> Average Lateral Wind Pressure,Wp= 16.48 psf ASCE 7, Figure 28.5-1 <br /> Ave.Uplift Edge Wind Pressure,Wep=(E&F) -18.93 psf ASCE 7, Figure 28.5-1 <br /> Ave.Uplift Interior Wind Pressure,Wip=(G&H) -13.2 psf ASCE 7, Figure 28.5-1 <br /> Average Uplift Wind Pressure,Wp= -13.95 psf <br /> Exposure Category= ©Exposure Factor,X= 1.21 ASCE 7, Figure 28.5-1 <br /> Wind Topographic Factor, Kzt= k___H000 ASCE 7 Section 26.8.1 <br /> Ground Slevation Coefficient, Ke= 0 ASCE 7 Section 26.10.1 <br /> Design Wind Pressure,Dwp=Wp*X*Kzt*Ke= 19.94 psf ASCE 7, Figure 28.5-1 <br /> Average Uplift Pressure,Dwulp(OTM)_ -16.88 psf <br /> Page 7 of 10 <br /> 2101.20.1,POE Norton_10x46 Fdn Calcs 10x46 <br />