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

111/t - 22) TERAL ENGINEERING Pg•• 3 /� PROJECT TITLE: DARIOTIS DEVELOPMENTS TRAILER PROJECT #: DATE: 6/21/2018 TS INITIALS Grid Wall Length Height Unit Shear Unit Shear Shear Wall Wind Unit Shear Seis. Unit Shear Uplift Drift Line if (ft) (ft) (plf) (plf) Type Capacity (plf) Capacity (plf) (1b) (in) A 1 16 8 86 28 A 336 239 1055 0.09 A 2 9.5 8 86 28 A 336 239 906 0.12 B 1 9.5 8 118 39 A 336 239 1166 0.14 B 2 9 6 118 39 A 336 239 950 0.11 MAIN FLOOR Story Shear Wall Connectors Running N-S Uplift Connector Grid Wall Connector Force Connector Max Uplift Anchor Line 4 Type (lb) Name (lb) Bolt 1 1 Beam/Blkg 1717 MSTI36 3800 N/A 2 1 Beam/Blkg 2404 MST136 3800 N/A la 1 Beam/B1kg 360 MSTA9 750 N/A lb 1 Beam/B1kg 594 MSTA9 750 N/A ic 1 Beam/Blkg 697 MSTA9 750 N/A MAIN 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 Seis Grid Wall Member Member Uplift (lb) Crushing Crushing Crushing (lb) Edge Edge Member Edge Member Edge Member Edge Merr Line 4 Uplift (lb) Uplift (1b) (Beam/Hdr) (lb) (lb) (Beam/Hdr) Member Uplift (lb) Uplift (lb) Crushing (ib) Crushing 1 1 1717 0 814(Em) 1001 742 4151(Em) 2-2x4 STAN 5460 5460 4759 4759 2 1 2404 0 560(Em) 1265 1012 6083(Em) 2-2x4 STAN 5460 5460 4759 4759 la 1 360 0 169(Em) 306 246 1070(Em) 2x4 NO.2 6615 6615 2587 2587 lb 1 594 0 140(Em) 445 377 1678(Em) 2x4 NO.2 6615 6615 2587 2587 lc 1 697 0 102(Em) 505 437 1965(Em) 2x4 NO.2 6615 6615 2587 2587 MAIN FLOOR Story Shear Wall Connectors Running E-W Uplift Connector Grid Wall Connector Force Connector Max Uplift Anchor Line 4 Type (lb) Name (lb) Bolt A 1 Beam/Blkg 1072 ST12 1105 N/A 1055 N/A A 2 Beam/Blkg 930 ST12 1105 N/A 906 N/A B 1 Beam/Blkg 1197 ST18 1420 N/A 1166 N/A 3 2 Beam/B1kg 977 ST12 1105 N/A MAIN FLOOR Story Shear Wall Edge Members Running E-W Wind Edge Seis Edge Seismic Wind Seismic Seismic Wall Max Wind Max Seis Max Wind Max Sell Grid Wall Member Member Uplift (ib) Crushing Crushing Crushing (lb) Edge Edge Member Edge Member Edge Member Edge Melt Line 4 Uplift (lb) Uplift (ib) (Beam/3dr) (lb) (lb) (Beam/Hdr) Member Uplift (lb) Uplift (lb) Crushing (1b) Crushing A 1 1072 0 485(Em) 747 354 2251(Em) 2-2x4 STAN 5460 5460 4759 4759 A 2 930 0 584(Em) 747 358 1559(Em) 2-2x4 STAN 5460 5460 4759 4759 B 1 1197 67 856(Em) 1007 423 1763(Em) 2-2x4 STAN 5460 5460 4759 4759 B 2 977 28 617(Em) 770 364 1525(Em) 2-2x4 STAN 5460 5460 6091 6091 Required Shearwall Types SITE-BUILT SHEAR WALLS Shear wall/ Joist/B1kg/ Panel Seis Wall Stag. Bottom Plate Rafter to Wood Bottom Concrete Edge Sill Shear Name Sheathing/Nailing Sides Nail Connection Top Plates Connection Bottom Connection Framing Plate (plf) A 3/8" PLYWOOD 8d @ 6"/I2" 1 No SDS 1/4x6" @ 15"oc LTP4 @ 30" O.C. LTPS @ 28" 1/2" Dia_x 12" A.B. @ 36" O.C. 2% STUDS 2x 239.2