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BRIGGS ENGINEERING, •, Copyright BE!2020 • deanCc�briggs-engineerinq.com <br /> MODULAR BUILDING PAD&PIER FOUNDATION DESIGN -FOUNDATION CALCULATIONS IBC-2015,WBC, OSSC <br /> CLIENT Pacific Mobile Dealers: Pacific Mobile Structures, Inc Criteria 25psf-RLL,40psf-FLL,110mph, Exp <br /> Structures, Inc B, Cat-D,Ss=1.411, Fp=1500 psf <br /> Date: 1-Feb-20 PO# E19205 Location: Evergreen MS, 7621 Beverly Ln, Everett <br /> Project#: 201901 #01.3.01-1 28x32 MODULAR FDN-Classroom State(s): WA 98203 <br /> w/(2)Floor Joist Spans/Module <br /> II. FOUNDATION DESIGN <br /> A. Foundation Components <br /> Option A Individual Bearing Pads-Bearing Pads Column Pads <br /> Width,wbp= 16 inches 16 inches <br /> Length, [bp= 16 inches 16 inches <br /> Surface Support Depth:Conc,Asph&Base 4 inches, Required <br /> Equivalent Bearing Area at Soil, BA= 400 Sq. Inches 384 Sq Inches <br /> IBC-T.18.4.2 Allowable Soil Bearing Pressure, [Class 4]Q= 1500 psf. To Be Verified By Others <br /> Option B Perimeter Support Width 0 inches <br /> Allowable Load, Pbp=(BA)/144*Q= 4167 pounds 4000 pounds <br /> Anchors: 'Minuteman' MMA-35 w/MMA-in Asphalt <br /> Ultimate Anchor Capacity,Anchc= 3600 lbs. 2546 lbs@45° <br /> B. Exterior Pads(Around Perimeter) <br /> Floor and Roof Loads: <br /> Exterior Pads Required, Epr= 1 pad <br /> Allowable Load, Pfla= 4167 lbs. From Computer <br /> Calculations, max.span <br /> Perimeter Support Bearing Pressure, (Skirting) 0 psf-OK! <br /> Classroom Exterior Uniform Floor Load, 538 plf 7.76 ft. 6.00 ft. <br /> Classroom Use: Perimeter Pads W/(7)16-inch x 16-inch pad @ 6-ft o.c.exterior supports. <br /> C. Interior Pads(Floor Loads Only-Mateline Supports) <br /> Floor Loads: <br /> Interior Pads Required, Ipr= 1 pad From Computer <br /> Calculations, max.span <br /> Allowable Load, Pfla= 4167 lbs. <br /> Classroom Interior Uniform Floor Load, 350 plf 11.90 ft. 8.00 ft. <br /> Classroom Use: (5)16-inch x 16-inch Pads @ 8-ft o.c.interior supports. <br /> D.Column Pads(Roof Loads Only) <br /> Roof Loads: <br /> Column Pads Required, Cpr= 1 pads <br /> Allowable Load, Prla= 4000 lbs. <br /> Mateline Roof Beams Uniform Roof Load,mbrl=(RLL+RDL)*MW= 518 lb/ft. <br /> Effective Mateline Beam Span, Mps= Pfla/mbrl= 7.72 ft. <br /> Use: (1)16-inch x 16-inch pads for every 7.72-ft effective Mateline Beam Span. <br /> Effective Interior Roof Beam Span= 0 ft 0 PADS REQ'D <br /> Effective Interior Roof Beam Span= 16 ft 3 PADS REQ'D <br /> 201901.09.1-2,KCDA FDN-Calcs.xlsx 09.1-2, 28x32-KCDA-W 3/4 <br />