7400 HARDESON RD SUNBELT RENTALS 2025-07-18

ES 8/24/2021 D IBC 2018 METAL BUILDING FOOTING DESIGN 8:49 AM , Vernon Date November 23,2020 By: SDP Reviewed by TMO JOB TITLE:Everett WA Sunbelt Wash Bay JOB u: 21114 Column:Typical DESIGNER: NGW Note:Toffs section does not check the sliding and overturning at the lolling or the x-direction.It is assumed this force Ia transferred from the piers Footing Design Results into theloundation wall.If foundation wail is not pesenp a saparere calcutim is miaowed. Sliding Overturning Sod Pressure Uplift _ Z-Direction Z-Direction Z-Direction P Vu, V,,, Friction Passive Safety Me„ Kt Safety M,,,r, e( I ft O.,. Safety- ASD Combinations ASCE 7-16 (k) (k) (k) (k) (k) Factor (left) (left) Factor (psI) Factor D 4.0 0.1 0.0 1.4 2.6 40.2 0.3 7.6 25.4 -1.3 -0.3 146 N/A D+L+Cr 4.0 0.1 0.0 1.4 2.6 40.2 0.3 7.6 254 -1.3 0.1 509 N/A D+C+Lr 7.2 0.4 0.0 2.5 2.6 12.8 1.2 12.4 10.3 -0.4 0.2 1065 N/A D+C+S 8.7 0.5 0.0 3.0 2.6 11.3 1.5 14.7 9.8 -0.1 0.2 1298 N/A D+C+0.75'(L+Cr)+0.75'Lr 6.4 0.3 0.0 2.3 2.6 15.0 1.0 11.3 11.6 -0.7 0.2 932 N/A D+C+0.75'(L+Cr)+0.75'S 7.6 0.4 0.0 2.6 2.6 13.2 1.2 13.0 10.8 -0.4 0.2 1107 N/A D+0.6'W 4.4 0.9 0.5 1.5 2.6 4.7 2.6 8.2 3.1 1.0 0.6 1087 N/A D-0.6'W 2.4 1.3 0.5 0.8 2.6 2.7 3.8 5.3 1.4 2.2 1.6 e-l.2 3.82 (D+0.14'Sds'D)+0.7'(E'p) 5.0 0.5 0.3 1.7 2.6 9.2 1.4 9.1 6.4 -0.2 0.3 871 N/A (D-0.14'Sds'D)-0.7'(E'p) 3.0 0.3 0.3 1.0 2.6 13.3 0.8 6.1 7.4 -0.8 0.3 515 N/A D+C+0.75*0.6`W+0.75*(L+Cr)+0.75*Lr 6.8 0.9 0.4 2.4 2.6 5.5 2.7 11.8 4.3 1.1 0.4 1357 N/A D+C-0.75`0.6'W+0.75'(L+Cr)+0.75'Lr 5.3 0.7 0.4 1.8 2.6 6.3 2.1 9.5 4.5 0.5 0.4 1058 N/A D+C+0.75*0.6*W+0.75'(L+Cr)+0.75*S 7.9 1.0 0.4 2.8 2.6 5.5 3.0 13.4 4.6 1.3 0.4 1532 N/A D+C-0.75'0.6'W+0.75'(L+Cr)+0.75'S 6.4 0.6 0.4 2.2 2.6 7.7 1.9 11.2 5.9 0.3 0.3 1133 N/A (D+0.105*Sds*D)+0.525'(E'p)+C+0.75'(L+Cr)+0.75*Lr 7.2 0.6 0.2 2.5 2.6 8.5 1.8 12.4 6.8 0.2 0.3 1203 N/A (D-0.105'Sds'D)-0.525'(E'p)+C+0.75'(L+Cr)+0.75'Lr 5.7 0.0 0.2 2.0 2.6 106.3 0.1 10.2 78.0 -1.5 0.0 660 N/A (D+0.105'Sds`D)+C+0.525'(E'p)+0.751L+Cr)+0.75'S 8.3 0.7 0.2 2.9 2.6 8.1 2.0 14.1 6.9 0.4 0.2 1378 N/A (D-0.105*Sds`D)+C-0.525'(E'p)+0.75'(L+Cr)+0.75'S 6.8 0.1 0.2 2.4 2.6 42.3 0.4 11.8 33.3 -1.3 0.1 835 N/A 0.6D+0.6'W 3.8 t 0.8 0.5 1.3 2.6 4.7 2.5 7.3 2.9 0.9 0.7 1009 N/A 0.6D-0.6'W 1.8 1.3 0.5 0.6 2.6 2.5 4.0 4.4 1.1 2.3 2.2 a--/!2 2.59 0.6'(D+0.14'Sds'D)+0.71E`p) 4.3 0.4 0.3 1.5 2.6 9.6 1.3 8.1 6.3 -0.3 0.3 766 N/A 0.6'(D-0.14'Sds'D)-0.7'(E'p) 2.4 0.3 0.3 0.9 2.6 11.2 0.9 5.3 5.7 -0.7 0.4 479 16.97 Pu TOF Pier Ve, McoF F ot m Meo e go c en m gu at d go a per LRFD Combinations k k k'ft k'ft ft ksf ksf ksf ksf 1.40 1.0 0.1 0.3 0.4 0.4 0.202 0.016 0.215 0.047 1.20+1.6(L+Cr)+0.55 3.3 0.3 0.6 1.0 0.3 0.579 0.152 0.607 0.223 1.20+1.6(L+C,)+0.5L,+C _ 2.5 0.3 0.5 0.8 0.3 0.462 0.102 0.486 0.162 1.20+1.6'(L,+C)+L+C, 6.0 0.6 1.2 1.8 0.3 1.062 0.262 1.115 0.396 1.20+1.6(L,+C)+0.5W 6.3 1.3 2.5 3.8 0.6 1.548 0.000 3.209 0.285 1.2D+16(L,+C)-0.5W 4.7 -0.6 1.1 1.7 0.4 0.884 0.151 0.933 0.273 1.2D+1.6(C+S)+(L+C,) 8.4 0.8 1.5 2.3 0.3 1.436 0.422 1.502 0.591 1.2D+1.6(C+S)+0.5W 8.7 1.4 2.8 4.2 0.5 1.908 0.028 2.032 0.341 1.2D+1.6(C+S)-0.5W 7.1 -0.4 0.8 1.2 0.2 1.044 0.524 1.079 0.611 1.2D+1.0W+(L+Cr)+0.5L,+C 3.2 1.6 3.1 4.7 1.5 15.552 0.000 53.266 0.000 1.20-1.0W+(L+C,)+0.5Lr+C -0.1 -2.0 4.1 6.1 101.5 0.000 0.000 0.000 0.000 1.2O+1.0W+(L+C,)+0.55+C 4.0 1.6 3.2 4.9 1.2 3.145 0.000 7.025 1.859 1.2D-1.0W+(L+Q)+0.55+C 0.7 -2.0 4.0 5.9 8.6 -0.022 0.000 0.000 0.000 1.2`(D+0.2'Sds'D)+(E'p)+(L+C,)+0.2S+C 2.9 0.7 1.5 2.2 0.8 0.878 0.000 1.836 0.202 1.2'(D-0.2'Sds'D)-(E'p)+(L+C,)+0.2S+C 0.8 -0.3 0.7 1.0 1.2 0.701 0.000 1.579 0.448 0.9D+1.0W 1.3 1.4 2.8 4.2 3.1 -0.181 0.000 0.000 0.000 0.9D-1.OW -2.0 -2.2 4.4 6.6 3.4 0.235 0.000 0.000 0.000 0.9'(D+0,2*Sds'D)+(E'p) 1.5 0.6 1.2 1.9 1.2 1.286 0.000 2.897 0.820 0.91D-0.2'Sds'D)-(E'p) -0.3 -0.4 0.9 1.3 5.3 0.015 0.000 0.000 0.000 One Way Shear Punching Shear Flexure 1 to Pier Moment Flexure II to Pier Moment Ftg Vu II Ftg Vu 1 Ftg Vu Ftg vo Ftg Mu (+) (-) Ftg Mn (+) (-) LRFD Combinations k SR k SR k psi SR left SR SR k'ft SR SR 1.40 -0.12 0.03 0.36 0.38 0.10 • 0.04 1.20+1.6(L+Cr)+0.55 -0.35 0.10 1.20 1.26 • 0.34 0.13 1.2D+1.6(L+Cr)+0.5L,+C -0.28 0.08 0.93 0.97 0.27 • 0.10 1.2D+1.6'(L,+C)+L+C, -0.65 0.19 2.18 2.28 0.62 0.23 1.2D+1.6(L,+C)+0.5W -1.41 0.20 6.31 6.58 0.66 0.26 1.2D+1.6(L,+C)-0.5W -0.54 0.15 1.71 1.79 - 0.49 0.18 1.2D+1.6(C+S)+(L+C,) -0.87 -. 0.26 3.06 3.20 0.87 • 0.33 1.20+1.6(C+S)+0.5W -1.17 0.27 3.19 3.36 0.91 0.32 1.2D+1.6(C+S)-0.5W -0.63 0.22 2.58 2.69 0.74 0.28 1.20+1.0W+(L+C,)+0.5L,+C -20.43 0.10 3.24 3.42 • 0.34 1.47 - 1.20-1.0W+(L+C,)+0.5L,+C 0.06 • 0.02 0.06 0.15 -0.01 -6.03 1.2D+1.0W+(L+C,)+0.5S+C -3.02 0.12 3.99 4.20 0.42 0.86 1.20-1.0W+(L+C,)+0.55+C 0.69 0.02 • 0.69 0.80 0.07 5.25 1.2'(D+0.2*Sds'D)+(E`p)+(L+C,)+0.2S+C -0.81 0.09 2.86 2.99 0.30 0.16 1.2*(D-0.2'Sds'D)-(E'p)+(L+C,)+0.2S+C -0.68 0.03 - 0.82 0.87 0.09 • 0.20 0.9D+1.0W 1.33 0.04 1.33 1.44 0.14 2.84 0.9D-1.OW 1.97 0.52 1.97 2.14 -0.21 -4.66 0.9'(0+0.2'Sds'D)+(E'p) -1.24 • 0.05 1.51 1.59 0.16 0.37 • 0.9'(0-0.2'Sds'D)-(E'p) 0.25 0.07 0.25 0.28 -0.03 -1.08