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FRU I4 RICATED BUILDING -FOUNDATION DEHIUN <br /> PRE-FABRICATED BUILDING DESIGN-FOUNDATION CALCULATIONS IBC 2015 <br /> DEALER PACIFIC MOBILE CRITERIA: 30,50,115B,D,1.5,1500 <br /> DATE: 19-Apr-17 FDN.TYPE: 24-FT Wide Mobile, OFFICE <br /> PROJECT# 201601.01.3-6 STATES: ID-OR-WA <br /> 2.Lateral Walls(Anchors Along End,Short Walls) <br /> Unit Wind Load, UWL2=(Wht+Rht/2+Fht/2)*Pw= 204 plf <br /> Unit Seismic Lateral Load, USL2=L*pst= 283 plf Governs <br /> Effect. End Soil Anchor Resist.., ELSAR @ Asa°= 4725 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 15256 Ft-lbs <br /> RM=Building Wt*W/2 487944 Ft-lbs <br /> Factor of Safety= RM/OTM 32 No Uplift Anchors Required <br /> Use: (1)Anchor per 11.15 ft=(3)Anchors Per End <br /> ADDITIONAL 24-FT.WIDE OFFICE BUILDING LENGTHS <br /> Anchor/ <br /> Ext Int .Anchor or Drive/ Bldg Wt. Seismic <br /> Length Pads Pads Brace(MOD Side) Drive/Brace Bldg Wt. Load Load <br /> (MOD End) <br /> 36 11 7 4/2 3/2 27108 0 6780 <br /> 40 12 8 4/2 3/2 29760 0 7444 <br /> 50 15 10 5/3 3/2 36390 0 9102 <br /> 60 18 12 6/3 3/2 43020 0 10760 <br /> ' 64 19 13 7/3 3/2 45672 0 11424 <br /> 70 21 14 7/3 3/2 49650 0 12419 <br /> 16 of 40 PRINTED-4/19/2017 , s <br /> ;f� A Y <br />