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Wall and Seismic Information <br />QE (ASD)1050 lb E 1700000 psi Notes: <br />QE (LRFD)1500 lb Ga 16 kips/in Ga increased 20% per NDS (4 or 5 ply plywood) <br />Wall Height 8.00 ft Δa 0.125 in Deflections based on QE <br />Wall Length 4.00 ft A (post)12.25 in 2 <br />Wall Weight 16 psf Drift Limit 0.020 <br />r 1.33 Cd 4 <br />Sds 1.045 Dead Loads 15 PSF Input <br />Cs (ASD)0.146 Live Loads 20 PSF Output <br />W 2.5 DL/LL Tributary 1.00 ft <br />Load Combinations with Seismic Load Effects ASCE 12.4.2 OTM RM T/C <br />(1.0 + 0.14 SDs)D+0.7rQE ASCE 2.4.5 eq. 8 compression (ASD)8620 1311 2483 <br />(1.0 + 0.10 SDs)D+0.525rQE+0.75L+0.75Lr ASCE 2.4.5 eq. 9 compression (ASD)6465 1384 1962 <br />(0.6 - 0.14 SDs)D+0.7rQE ASCE 2.4.5 eq. 10 Tension (ASD)8620 519 -2025 <br />Load Combinations with Seismic Load Effects and Overstrength Factor ASCE 12.4.3 <br />(1.0 + 0.14 SDs)D+0.7WQE ASCE 2.4.5 eq. 8 compression (ASD)16520 1311 4458 <br />(1.0 + 0.105 SDs)D+0.525WQE+0.75L+0.75Lr ASCE 2.4.5 eq. 9 compression (ASD)12390 1384 3443 <br />(0.6 - 0.14 SDs)D+0.7WQE ASCE 2.4.5 eq. 10 Tension (ASD)16520 519 -4000 <br />NDS Tbl. 4.3.4 262.5 <br />Ratio FLR/RF DL FLR/RF LL 4.3.3.4.1 (1) 4.3.4.2 Governs Shear Wall Deflection <br />2.00 15 20 N/A N/A N/A Term 1 0.0193 in <br />Term 2 0.1966 in <br />Forces with no Irregularity Term 3 0.2500 in <br />1050 lb Total 1.864 in (x C d ) <br />Limit 1.9200 in <br />8 ft <br />4 ft Reduced <br />Tension Force = -2025 lb.HDU2 2306 1 86 N/A <br />Compression Force = 2483 lb.HDU4 3423 2 100 N/A <br />HDU5 4233 3 129 N/A <br />Forces with Horizontal Irregularity (Includes W)HDU8 4x 5227 4 260 N/A <br />1050 lb HDQ8 4x 5722 5 280 N/A <br />HDU8 6x 5902 6 286 N/A <br />HDU11 6x 7001 7 312 N/A <br />8 ft HDU14 6x6 10834 8 380 N/A <br />9 424 N/A <br />4 ft CMST14 4856 10 470 N/A <br />Tension Force = -4000 lb.CMST12 6911 11 489 N/A <br />Compression Force = 4458 lb.12 552 N/A <br />13 611 N/A <br />14 708 N/A <br />15 800 N/A <br />280.8 <br />Holdown Values Shearwall Values <br />Shear Wall Calculation for Seismic Loads per SDPWS 2021 <br />NORTH <br />Loads in (ASD) <br />PLF Loads at wall Reduced Shear Capacity <br />V (lb/ft) ASD <br />8ℎ <br />+ <br />ℎ <br />1000 <br />+ <br />ℎ <br />∆ <br />Page 22 <br />1108 N Towner St & <br />#212/13/2024