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PRE-FAB1If ATED BUILDING DESIGN - FOUNDATIC PLCULATIONS <br /> I I I <br /> BRIGGS ENGIN 'I WIG PO BOX 140537, GARDEN CITY, ID 83 "=537 IBC-2012 <br /> CLIENT Pacific Mobile DEALER: Pacific Mobile Criteria 25psf RLL,40psf FLL,110mph, Exp <br /> C, Cat-D, Ss=1.5, Fp=1500 psf <br /> Date: 22-Feb-17 EST#PO# E17040 • Location: KCDA Standards <br /> 28x32 MODULAR COPYRIGHT WA West <br /> Project#: 201701 1WC-1 05.1 WI FDN-Classroom w/(2) BEI 2017 State(s): Cascades PNW <br /> Floor Joist Spans <br /> E. Lateral Design <br /> FACTOR OF SAFETY, REQ'D 1.50 <br /> 1. Longitudinal Walls(Front&Back, Long Walls) <br /> Unit Wind Load, UWL= (Wht+Rht+Fht/2)*Wp*L= 8026 lbs Governs <br /> Unit Seismic Load,USL=W*pst= 6227 lbs <br /> Building Weight= 17920 lbs <br /> % Building Weight Used for Lateral Sliding 0% <br /> Transverse Foundation Friction Factor= 0.40 <br /> Gravity Resistance, GR=Building WT*Friction Factor= 0 lbs. <br /> OTM= Lateral Load*wht/2+Uplift 53711 Ft-lbs <br /> RM=0.9*Building Wt*W/2 225792 Ft-lbs <br /> Factor of Safety=RM/OTM 4 No Uplift Anchors Required <br /> Use: (2)Anchors, Min. <br /> 2. Lateral Walls(End, Short Walls) <br /> Unit Wind Load, UWL=(Wht+Rht/2+Fht/2)*Wp= 6129 lbs <br /> Unit Seismic Lateral Load, USLL=L*pst= 6227 lbs Governs <br /> % Building Weight Used for Longitudinal Sliding 0% <br /> Longitudinal Foundation Friction Factor= 0.40 <br /> Gravity Resistance, GR= Building WT*Friction Factor= 0 lbs. <br /> OTM=Lateral Load*wht/2+Uplift 45616 Ft-lbs <br /> RM=0.9*Building Wt*W/2 258048 Ft-lbs <br /> Factor of Safety=RM/OTM 6 No Uplift Anchors Required <br /> Use: (2)Anchors, Min. <br /> .r� <br /> ' 4/4 , 201701.05,KCDA STD FDN-Calcs PRINTED-2/22/2017 <br />