616 PECKS DR 2022-02-28 - Laserfiche WebLink

I" ` BRIGGS ENGINEERING, Inc. 10 Copyright 8E12020 0 dean@briggs-engineering.com PRE -FABRICATED BUILDING DESIGN - FOUNDATION CALCULATIONS IBC-2015, WBC & IBC-2018, OSSC-2019 [most restrictive] CLIENT Pacific Mobile OWNER: Varies, Criteria 25,40,100C,D,1.5,1500 Date: 28-Mar-20 PO# E20068 Location: Standard KCDA Fdn - West of Cascades 28x32 - Modular Style Building Project #: 202001 # 07.2-1 State(s): OR, WA PNW Classroom E. Lateral Design 1A. Longitudinal Walls (Front & Back, Long Walls) - Soil Anchor Option Required Design Factor of Safety = Unit Wind Load, UWL = (Wht+Rht/2+Fht/2)*Wp*L= Unit Seismic Load,USL = W*pst = Building Weight = % Building Weight Used for Lateral Sliding Transverse Foundation Friction Factor = Gravity Resistance, GR = Building WT * Friction Factor = OTM = MAX(UWL*wht/2 + Uplift, OTM,USL*wht/2) RM = Building Wt*W/2 Factor of Safety = RM/OTM 2.86 Use: (3) Minuteman' MMA-92 w/Stabilizer Head, Min. & No Uplift Anchors Required 2A. Lateral Walls (End, Short Walls) - Soil Anchor Option USD Unit Wind Load, UWL = (Wht+Rht+Fht/2)*Wp = Unit Seismic Lateral Load, USLL = L*pst = Building Weight = % Building Weight Used for Longitudinal Sliding Longitudinal Foundation Friction Factor= Gravity Resistance, GR_L = Building WT * Friction Factor = OTM = MAX(UWL*wht/2 + Uplift OTM,USL*wht/2) RM = Building Wt*W/2 Factor of Safety = RM/OTM 4.63 Use: (3) Minuteman' MMA-92 w/Stabilizer Head, Min. & No Uplift Anchors Required USD ASD 5319 3191lbs 8798 6159lbs 29327 Ibs 0 Ibs. 143527 Ft-Ibs 410581 Ft-Ibs No Uplift Anchors Required ASD 4060 2436 Ibs.per LF 8798 6159 Ibs.per LF 29327lbs 0 Ibs. 101371 Ft-Ibs 469236 Ft-Ibs No Uplift Anchors Required Governs Governs 2001.07.2,KCDA FDN-Calcs-28x32 WW KCDA MOD-CR FDN