3317 RUCKER AVE C D 2020-07-15 - Laserfiche WebLink

Woodworks®$Il@al'WaIIS 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,201812:21:19 HOLD-DOWN DESIGN(flexible seismic design,continued) F-1 R End 9.87 30.00 1148 310 64 903 HTT5 (26-1 4670 0.19 F-2 L End 10.13 30.00 144 F-2 R End 19.88 30.00 144 F-3 L End 20.13 30.00 144 F-3 R End 29.88 30.00 144 F-4 L End 30.13 30.00 1148 310 64 903 HTT5 (26-1 4670 0.19 ✓ Elem 35.63 30.00 166 Refer to upper level ✓ Elem 35.88 30.00 1962 122 25 1864 Refer to upper level F-4 R End 39.88 30.00 3110 266 55 2899 HTT5 (26-1 4670 0.62 Line G ✓ Elem 0.12 34.00 1670 115 24 1578 Refer to upper level ✓ Elem 3.88 34.00 1670 115 24 1578 Refer to upper level ✓ Elem 4.13 34.00 58 Refer to upper level ✓ Elem 5.88 34.00 58 Refer to upper level ✓ Elem 6.13 34.00 1670 115 24 1578 Refer to upper level ✓ Elem 9.87 34.00 1670 1411 292 550 Refer to upper level ✓ Elem 10.13 34.00 2345 169 35 2210 Refer to upper level ✓ Elem 13.88 34.00 2345 169 35 2210 Refer to upper level ✓ Elem 14.13 34.00 127 Refer to upper level ✓ Elem 16.88 34.00 127 Refer to upper level ✓ Elem 17.13 34.00 2580 254 53 2379 Refer to upper level ✓ Elem 22.88 34.00 2580 254 53 2379 Refer to upper level ✓ Elem 23.13 34.00 127 Refer to upper level V Elem 25.88 34.00 127 Refer to upper level ✓ Elem 26.13 34.00 2345 169 35 2210 Refer to upper level ✓ Elem 29.88 34.00 2345 169 35 2210 Refer to upper level ✓ Elem 30.13 34.00 1670 1411 292 550 Refer to upper level ✓ Elem 33.87 34.00 1670 115 24 1578 Refer to upper level ✓ Elem 34.13 34.00 58 Refer to upper level ✓ Elem 35.88 34.00 58 Refer to upper level V Elem 36.13 34.00 1670 115 24 1578 Refer to upper level ✓ Elem 39.88 34.00 1670 115 24 1578 Refer to upper level Level 2 Tensile ASD Line- Location[ft] Holddown Force fibs] Cap Crit Wall Posit'n X Y Shear Dead Ev Cmb'd Hold-down fibs] Resp. Line 2 2-1 L End 0.00 0.12 3028 1065 220 2183 CMSTC14 - 4867 0.45 2-1 R End 0.00 3.63 2477 214 44 2307 CMSTC14 - 4867 0.47 2-2 L End 0.00 8.13 2171 185 38 2024 CMSTC14 - 4867 0.42 2-2 R End 0.00 11.13 2171 185 38 2024 CMSTC14 - 4867 0.42 2-3 L End 0.00 11.38 100 2-3 R End 0.00 12.88 100 2-4 L End 0.00 17.63 86 2-4 R End 0.00 18.88 86 2-5 L End 0.00 19.12 214 2-5 R End 0.00 22.63 214 2-6 L End 0.00 22.88 185 ✓ Elem 0.00 23.38 551 1032 Refer to upper. level ✓ Elem 0.00 23.63 378 Refer to upper level 2-6 R End 0.00 25.88 185 2-7 L End 0.00 26.13 2630 228 47 2450 CMSTC14 - 3245 0.76 2-7 R End 0.00 29.88 2630 228 47 2450 CS14 - 1.0 2490 0.98 ✓ Elem 0.00 33.87 313 Refer to upper level L ine 4 4-1 L End 19.50 0.12 1852 1248 258 862 CS16 - 1.0 1705 0.51 4-1 R End 19.50 18.13 1852 1248 258 862 CS16 - 1.0 1705 0.51 Line 5 5-1 L End 20.50 0.12 1669 1248 258 679 CS16 - 1.0 1705 0.40 5-1 R End 20.50 18.13 1669 1248 258 679 CS16 - 1.0 1705 0.40 L ine 7 7-1 L End 40.00 0.12 2801 1065 220 1956 CMSTC14 - 4867 0.40 7-1 R End 40.00 3-.63 2313 214 44 2144 CMSTC14- 4867 0.44 7-2 L End 40.00 8.13 2027 185 38 1880 CMSTC14 - 4867 0.39 7-2 R End 40.00 11.13 2027 185 38 1880 CMSTC14 - 4867 0.39 7-3 L End 40.00 11.38 100 7-3 R End 40.00 12.88 100 7-4 L End 40.00 17.63 86 7-4 R End 40.00 18.88 86 7-5 L End 40.00 19.12 214 7-5 R End 40.00 22.63 214 7-6 L End 40.00 22.88 185 ✓ Elem 40.00 23.38 487 1032 Refer to upper level ✓ Elem 40.00 23.63 378 Refer to upper level 7-6 R End 40.00 25.88 185 7-7 L End 40.00 26.13 2457 228 47 2276 CS14 - 1.0 2490 0.91 43