903 W CASINO RD 2021-12-22 - Laserfiche WebLink

.• *:-E2) •TERAL ENGINEERING i (Pg: -A' PROJECT TITLE: DARIOTIS DEVELOPMENTS TRAILER f PROJECT #: ? DATE: 1/28/2018 USER'S INITIALS i A 50%(A-B) (M1)=50%(12 ft.) 6 258 0 1698 1158 1698 ' 1416 0 B 50€(A-B) (M1)=50%(12 ft.) 6 258 0 1698 1158 1698 1416 0 UNDER FLOOR Story Shear Walls Running N—S Acting Wind Acting Seis. Shearl Wall Shear Wall Shear Wall Shear Wall Grid Wall Length Height Unit Shear Unit Shear Shear Wall Wind Unit Shear Seis. Unit Shear Uplift Drift Line # (ft) (ft) (plf) (plf) Type Capacity (plf) Capacity (plf) (lb) (in) 1 1 12 2.5 89 117 A 336 • 239 0 0.13 2 1 12 2.5 89 117 A 336 . 239 0 0.13 • UNDER FLOOR Story Shear Walls Running E—W Acting Wind Acting Seis. Shear Wall Shear Wall Shear wall Shear Wall Grid Wall Length Height Unit Shear Unit Shear Shear Wall Wind Unit Shear Seis. Unit Shear Uplift Drift Line # (ft) (ft) (plf) (plf) Type Capacity (plf) Capacity (plf) (lb) (in) A 1 16 2.5 68 57 A 336 239 f 0 0.05 A 2 9 2.5 68 57 A 336 239 1 0 0.06 B 1 9 2.5 94 79 A 336 239 6 0.07 B 2 9 2.5 94 79 A ; 336 239 6 0.07 UNDER FLOOR Story Shear Wall Connectors Running N-S Uplift Connector Grid Wall Connector Force Connector Max Uplift Anchor Line # Type (lb) Name (lb) Bolt'' ' 1 Beam/Blkg 0 MSTA9 750 N/A . 2 1 Beam/Blkg 0 MSTA9 750 N/A UNDER FLOOR Story Shear Wall Edge Members Running N—S Wind Edge Seis Edge Seismic Wind Seismic Seismic Wall Max Wind ' Max Seis Max Wind Max Sei: ..rid Wall Member Member Uplift (lb) Crushing Crushing Crushing (lb) Edge Edge Member Edge Member Edge Member Edge Men Line # Uplift (lb) Uplift (lb) (Beam/Hdr) (lb) (lb) (Beam/Hdr) Member Uplift (l8) Uplift (lb) Crushing (lb) Crushinc 1 1 613 0 -444(Em) 2910 2988 11308(Em) 2x4 STAN 3003 3003 3046 3046 2 1 613 0 -444(Em) 2910 2988 11308(Em) 2x4 STAN 3003 3003 3046 3046 UNDER FLOOR Story Shear Wall Connectors Running E-W Uplift Connector Grid Wall Connector Force Connector Max Uplift Anchor i,ine # Type (lb) Name (lb) Bolt. A 1 Beam/Blkg 701 ST9 885 N/A 0 N/A A 2 Beam/B1kg 632 ST9 885 N/A 0 N/A B 1 Beam/Blkg 840 ST9 885 N/A 6 N/A B 2 Beam/Blkg 683 ST9 885 N/A UNDER FLOOR Story Shear Wall Edge Members Running. E—W Wind Edge Seis Edge Seismic Wind Seismic' Seismic Wall Max Wind i Max Seis Max Wind Max Sei: Grid Wall Member Member Uplift (lb) Crushing Crushing Crushing (lb) Edge Edge Member Edge Member Edge Member Edge Mer Line # Uplift (lb) Uplift (lb) (Beam/Hdr) (lb) (lb) (Beam/Hdr) Member Uplift (lb) Uplift (lb) Crushing (lb) Crushinc A 1 434 0 20(Em) 996 847 3389(Em) 2x4 STAN 3003 1 3003 3046 3046 A 2 557 121 294(Em) 1001 851 2226(Em) 2x4 STAN 3003 1 3003 3046 3046 B 1 827 264 573(Em) 1254 1010 2448(Em) 2x4 STAN 3003 3003 3046 3046 B 2 670 177 486(Em) 1070 903 2341(Em) 2x4 STAN 3003 t 3003 3046 3046