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BRIGGS ENGINEERING, Inc. copyright BEI 2022 dean@briggs-engineering.com <br /> PRE-FABRICATED BUILDING DESIGN-FOUNDATION CALCULATIONS IBC 2018,ASCE 7-16,OSSC <br /> DEALER WILLIAMS SCOTSMAN-MOBILE MINI SOLUTIONS CRITERIA: 30,50,120C,D,1.5,1500 <br /> DATE: 6-Feb-22 FDN.TYPE: 14-FT Wide Mobile,OFFICE <br /> PROJECT# 202204.01.1 STATES: ID,OR,WA <br /> 2.Lateral Walls(Anchors Along End,Short Walls) <br /> Unit Wind Load,UWL2=(Wht+Rht/2+Fht/2)*Pw= 254 plf <br /> Unit Seismic Lateral Load,USL2=L*pst= 705 plf Governs <br /> Angle of End Anchor Strap,Asea,Radians 0.79 45 degrees <br /> Effect.End Soil Anchor Resist..,ELSAR @ Asa"= 3326 lbs. <br /> %Building Weight Used for Longitudinal Sliding 0% <br /> Longitudinal Foundation Friction Factor= 0.40 <br /> Gravity Resistance,GR=Building WT*Friction Factor= 0 # <br /> OTM=Lateral Load*W*wht/2 44438 Ft-lbs <br /> RM=Building Wt*W/2 1151500 Ft-lbs <br /> Factor of Safety=RM/OTM 26 No Uplift Anchors Required <br /> Use: (1)Anchor per 4.72 ft=(3)Anchors Per End <br /> ADDITIONAL 14-FT.WIDE OFFICE BUILDING LENGTHS <br /> Ext Longitudinal Anchors Lateral Bldg Wt. <br /> Length Int Pads Anchors(MOD Bldg Wt. Seismic Load <br /> Pads ,(MOD Side) End) Load <br /> 56 15 0 5 3 26698 0 8013 <br /> 60 16 0 5 3 28470 0 8545 <br /> 66 18 0 6 3 31128 0 9343 <br /> 70 19 0 6 3 32900 0 9875 <br /> Page 17 of 45 <br /> 2204.01.1-IBC 2018 Std MOB-0 Fdn Calcs 14 <br />