10121 EVERGREEN WAY BASE FILE 2025-08-05

Calculatiol'r Concentric Spread Ftg (99-99) Load Combinations for Allowable Stress Design (ASD) per ASCE 7-16 Section 2.4 for Soil Bearing Analysis under Footing Load Combinations: Axial Soil Bearing Forces: g11.r Check 1) D: 26 k 1289 psf 2) DA14L: 26 k 1289 psf 3a) D+H+Lr: 26 k 1289 psf 3b) D+H+S: 26 k 1289 psf 4a) D+H+0.75I,+0.751,,: 26 k 1289 psf 4b) D+H+0.751,+0.75S: 26 k 1289 psf 5) D+1110.6VV: 26 k 1289 psf 01C 6a) D+H+0.75(0.6W)+0.75L+0.75L,: 26 k 1289 psf 6b) D+H+0.75(0.6W)+0.75Lh0.75S: 26 k 1289 psf 7) 0.6D+0.6VV: 16 k 773 psf 8a) D+H+0.7E„+0.7E1, 27 k 1325 psf va) D,-Hr0.525E,.+0,525En+0.751.,+0.75S: 27 k 1316 psf 10a) 0.6D-0.7E„+0.7Eh: 15 k 737 psf Lond Combinations for Stangth Design (I,RFD) per ASCE 7-16 Section 2.3 for Net rnetoad pressure Ae(mg on a,e Faoting Load Combinations: Axial Forcer qr. /) IAD: 37 k 1804 psf 2a) L2D+L6H+1.6L-t0.5L,: 31 k 1547 psl' 2b) 1.2D+1.6114-1.6L+O.SS: 31 k 1547 psf 3a) L2D+L6lP-L6L,+L: 31 k 1547 psf 3b) L2D+L6H+L6S+L: 31 k 15,17 psf 3c) L2D+L61l+1.6Lr+0.5W: 31 k 1547 psf 3d) L2D+1.611+1.6S+0.5W: 31 k 1547 psf 4a) 1.21)+1.6H+I.OW+L+0.51,,: 31 k 1547 psf 4b) L2D+L6H+LOW+L+O-SS: 31 k 1547 psf 5) 0.9D+I.0N+: 23 k 1160 psf 6a) 1.2D 1 L6FI+E,+Eh+l,+0.2S: 32 k 1598 psf 7a) 0.9D-E,-Eh 22 k 1108 psf 1 FMtVGGflE55VRE S ) onl I nesswe Dra lam Load Combinations for Strength Design (LRFD) per ASCE 7-I6 Section 2.3 for Induced Forces Acting on the Pouting Length Load Combinations: Net Uplift R Dist. To R MO& ... ...d Forces mu.,],R Vat Vuz 1) 1.4D: 8.754 k 1.078 (i 149 k-in O k O k-in 8.754 k 37 k 2a) L2D+L6H+L6L4-0.5L,: 7.504 le 1.078 fl 128 k-in O k 0 k-in 7.504 k 31 k 2b) 1.2D+1,611+1.6L+0.5S: 7.504 k 1,078 ft 128 k-in 0 k 0 k-in 7.504 k 31 k 3a) L2D+L6H+L6L,4l.,: 7.504 k 1.078 It 128 k-in O k 0 k-in 7.504 k 31 k 3b) L2D+L61l+1.6S+L: 7.504 k 1.078 ft 128 k-in 0 k 0 k-in 7.504 k 31 k 3c) L2D+L6H+L6Lt t0.5VV: 7.504 k 1.078 fl 128 k-in 0 k 0 kin 7.504 k 31 k 3d) L2D+L6H+L6S+0.5W: 7.504 k 1.078 ft 128 k-in O k 0 k-in 7.504 k 31 k 4a) 1.2D+1.6H+I.OW+L+0.5L,: 7.504 k 1.078 ft 128 k-in 0 k 0 k-in 7.504 k 31 le 4b) 1.2D+1.6H+I.OW+L+0.5S: 7,504 k L078 fl 128 k-in 0 k 0 k-in 7.504 k 31 k 5) 0.9D+I.OW: 5.628 k 1.078 ft 96 k-in 0 k 0 k-in 5.628 k 23 k 6a) L2D+1.61f4E�+Eh+L+0.2S: 7.754 le 1.078 R 132 k-in 0 k 0 k-in 7.754 k 32 k 7a) 0.9D-E„-Eh 5.378 k 1 1.078 11 92 k-in 1 0 k 1 0 k-in 1 5.378 k 22 k Load Combinations for Strengtb Design (L12FD) per ASCE 7-16 Section 2.3 for Induced Porgies Acting mn tlne Footing Width Load Combinations: Net Uplift R Dist. To R Mudn..,,.d Forces Murtha Vun Vuz, 1) 1.4U: 8.75A k T.ft 149 k-in 0 k 0 kin 8.754 k 37 k 2a) L2D+L6H+L6L+0.5L,: 7.504 k 1.078 ft 128 k-in 0 k 0 k-in 7.504 k 31 k 2b) 1.213+1.61D1.6L+0.5S: 7.504 k 1.078 ft 128 k-in 0 k 0 k-in 7.504 k 31 k 3a) L2D+L6ll'L6L,+L: 7.504 k 1.078 ft 128 k-in 0 k 0 k-in 7.504 k 31 k 36) 1.213+1.6H41.6S+L: 7.504 k 1.078 ft 128 Wit 0 k 0 k-in 7.504 k 31 k 3c) I,2D+1.611A L6Ln+0.5W: 7.504 k 1.078 ft 128 k-in 0 k 0 k-in 7.504 k 31 k 3d) L2D' L61l+L6S+0.5W: 7.504 k 1.078 ft 128 k-in 0 k 0 k-in 7.504 k 31 k 4a) L2D+L6114-LOW4L+0.5L,: 7,504 k 1.078 ft 128 k-in O le 0 k-in 7.504 k 31 k 4b) 1.21341.6H+I.0\V+L+0.5S: 7.504 k 1.078 fl 128 k-in 0 k 0 k-in 7.504 k 31 k 5) 0.9D+IOW: 5.628 k L078 ft 96 k-in 0 k 0 k-in 5.628 k 23 k 6a) L2D+L6l1+E,+Eh4L+0.2S: 7.754 k 1.078 ft 132 k-in 0 k 0 k-in 7.754 k 32 k 7a) 0.9D-E,; Eh 5.378 k 1.078 ft 92 k.-in 0 k 1 0 le -in 1 5.378 k 22 k t3228 NE ZUth SL, Suite I OQ Bellevue,_ WA 98005 � (425) 614-0949 Project South Point Plara Pg. No: C - 100 Address: 10121 Evergreen Bray f! 1 Everett,\VA 98204 Date: 6/27/23 Client: SDH Architects, LLC Job No 2i 136