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• <br /> IP <br /> TERAL ENGINEERING Pg:I2I/ I1 3 <br /> PROJECT TITLE: DARIOTIS DEVELOPMENTS TRAILER PROJECT #: DATE: 6/21/2018 USER'S INITIALS <br /> Twice as tall as other features? Yes Distance from feature to building site N/A <br /> Directionality Coefficient (Kd) 0.85 Kzt 1.000 <br /> a 7 Zg 1200.000 <br /> Seismic Information <br /> Method of Analysis: Equivalent Lateral Force Method <br /> Site Class D Long-Period Transition Period (sec) 6 <br /> 0.2 Sec. Spectral Response Acceleration, Ss 137.3% Damped 0.2 Sec. Spectral Response Acc., Sds92% <br /> 1 Sec. Spectral Response Acceleration, S1 48.7% Damped 1 Sec. Spectral Response Acc., Shc 49% <br /> Response Modification Factor, R 6.5 Seismic Design Category D <br /> Deflection Amplification Factor 4 System Overstrength Factor, 0 2.5 <br /> Total Forces of Building <br /> Response Coefficient (Cs) 0.14 <br /> Total Seismic Weight (w) 11.17 kips <br /> Redundancy Coefficient (Rho) 1.30 <br /> Base Shear (Cs*W) 1.57 kips <br /> Design Base Shear (0.7pCsW) 1.43 kips <br /> MAIN FLOOR Story Seismic Dead Loads <br /> Diaphragm Tributary Exterior Wall Interior Wall Total <br /> Area Unit DL Wt Ht Ln Unit DL Wt Wt Below Wt Above Added Added Dia Wt <br /> Dia (sq ft) (psf) (lbs) (ft) (ft) (psf) (lbs) (lbs) (lbs) DL DL Area (lbs) <br /> U1 672 10 6720 4 112 8 3584 864 - 0 0 11168 <br /> Total - - 6720 - - - 3584 864 - - - <br /> Story Wt 11168 <br /> MAIN FLOOR Story Seismic Forces <br /> Seismic Weight (w) 11.17 kips <br /> Height (h) 11.00 ft <br /> Vert. Distribution (Cy) 1.00 <br /> Story Shear (V) 1.57 kips <br /> Design Story Shear (0.7pV) 1.43 kips <br /> Area 672.00 sqft <br /> MAIN FLOOR Story Diaphragms <br /> Running N-S Running E-W Running N-S Running E-W <br /> East West Width North South Width Area Applied wind Applied Seis. Wind / Seis Applied Wind Applied Seis. Wind / Seis <br /> Dia Grid Grid (ft) Grid Grid (ft) (sgft) Shear (plf) Shear (plf) Governing Shear (plf) Shear (plf) Governing <br /> Ul 2 1 56 A B 12 672 49 26 Wind 365 119 Wind <br /> MAIN FLOOR Story Lateral Forces Running N-S: Tributary Method <br /> Tributary Tributary Added Wind Load CaSeismic Wind Load Case <br /> Grid Width Force Force (1, 3) GridlGridline (2, 4) Gridline <br /> Line Allocation (ft) (lb) (ib) Force (ib) Force (lb) Force (1b) <br /> 40%(i-2)(Ul)=40%(56 ft.) 22.4 1098 0 1098 582 0 <br /> 2 40%(1-2)(01)=40%(56 ft.) 22.4 1098 0 1098 582 0 <br /> la 6%(1-2)(U1)=6%(56 ft.) 3.36 165 0 165 87 0 <br /> lb 7%(1-2)(U1)=7%(56 ft.) 3.92 192 0 192 102 0 <br /> is 7%(1-2)(U1)=7%(56 ft.) 3.92 192 0 192 102 0 <br /> MAIN FLOOR Story Lateral Forces Running E-W: Tributary Method <br /> Tributary Tributary Added Wind Load CaSeismic Wind Load Case <br /> Grid Width Force Force (1, 3) GridlGridline (2, 4) Gridline <br /> Line Allocation (ft) (lb) (lb) Force (lb) Force (lb) Force (lb) <br /> A 50%(A-B)(U1)m50%(12 £t.) 6 2190 0 2190 714 0 <br /> B 50%(A-B)(U1)=50%(12 ft.) 6 2190 0 2190 714 0 <br /> MAIN FLOOR Story Shear Walls Running N-S <br /> Acting Wind Acting Seis. Shear Wall Shear Wall Shear Wall Seis. Shear <br /> Grid Wall Length Height Unit Shear Unit Shear Shear Wall Wind Unit Shear Seis. Unit Shear Uplift Wall Drift <br /> Line # (ft) (ft) (plf) (plf) Type Capacity (plf) Capacity (plf) (lb) (in) <br /> 1 1 12 8 91 49 A 336 239 1681 0.15 <br /> 2 1 12 8 91 49 A 336 239 2354 0.15 <br /> la 1 8 8 21 11 A 336 239 349 0.10 <br /> lb 1 8 8 24 13 A 336 239 576 0.11 <br /> lc 1 8 8 24 13 A 336 239 675 0.11 <br /> MAIN FLOOR Story Shear Walls Running E-W <br /> Acting Wind Acting Seis. Shear Wall Shear Wall Shear Wall Shear Wall <br />