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Nevada: (702)342-716 ) Lochsa <br /> Idaho: (208)342-7168 <br /> Colorado: (720)644-9246 engineering <br /> Alberta: (587)774-9040 <br /> SIMPSON SIMPSON STRONG-TIE COMPANY INC. <br /> 4,„^ r� 5956 W.Las Positas Blvd.. Pleasanton,CA 94588. <br /> Strong-Tie (800)999-5099 <br /> ® vrvax.stronatie.com <br /> Job Id: ES-152061M Job Name:Broadway&32nd St Apts <br /> Date of Input: May 31,2019 Structural Date of Plans:Feb 25,2019 <br /> Architectural Date of Plans:Feb 22,2019 <br /> Run Configuration: 5.5 <br /> Quantity: 16 <br /> t I ...._.__.. _______._..____._ I-Capacily Demand a <br /> on .......DeB D/C <br /> I Level I Specification Selected Descripfiedd tes <br /> I I i (Ides) I (krys) On) Ratio 1 <br /> 8 1 Plate Height 9.13(ft) RTUD4B Take up Device 9.21 1.83 0.040 20-1-r <br /> BPRTUD3-46 Plate in Bearing 6.42 t 1.83 0.008 29 <br /> Inc.Bearing:1.83(kips) j ATS-R4 Rod in Tension 4.27 1.83 0.046 43 <br /> Cum.Tension:1.83(kips) ATS-C64 Coupler <br /> Shrinkage:0.50(in) I Max.Tension Capacity 4.27 1.83 i 43 <br /> t 7 Plate Height 9.13(ft) RTUD6 I Take up Device 2023 5.09 0.059 24 <br /> I Floor Depth:12.83(in) BPRTUDS-6A i Plate in Bearing 7.06 5.09 0.020 72 <br /> Inc.Bearing:5.09(kips) I ATS-R6 Rod in Tension 9.61 6.89 i 0.083 72 <br /> Cum.Tension:6.89(kips) I ATS-C76 I Coupler <br /> Shrinkage:0.50(In) I Max.Tension Capacity 9.61 6,89 72 <br /> 6 Plate Height 9.13(8) i ATS-ATUD9-2 Take up Device I 12.79 8.48 0.027 66 <br /> Floor Depth:12.63(in) i PL9S)(5.5 Plate in Bearing 10.03 8.48 0.029 65 <br /> Inc.Bearing:8A8(kips) ATSSR7H Rod in Tension 27.06 15.37 0.138 57 <br /> Cum.Tension:15.37(kips) l ATS-HSC97 Coupler <br /> Shrinkage:0.50(in) Mar-Tension Capacity 19,63 15.37 78 <br /> I 5 Plate Height 9.13(ft) ATS-ATUD9 ' Take up Device 15.56 10.77 0.011 l 69 <br /> Floor Depth:12.63(in) PL9-3X8.5 Plate in Bearing 15.01 10,77 0.020 72 <br /> Inc.Bearing:10.77(kips) ATSSR9H Rod in Tension 44.73 26.14 0.143 58 <br /> Cum.Tension:26.14(kips) ATS-HSC109 Coupler <br /> Shrinkage 0.50(in) Mar-Tension Capacity 34.64 26.14 75 <br /> .._._._v .. _.....__....._.� ._..�.._ ____.......__.. . ._.. .._...__ _ .( <br /> 4 Plate Height 9.06(g) ATS-ATUDib Take up De 24 <br /> rtce 24.39 1300 0.013 53 <br /> Floor Depth:12.63(in) ! PL14.3X8.5 Plate In Bearing 13.98 13.00 0.035 93 <br /> Inc.Bearing:13.00(kips) ATSSRIOH Rod in Tension 55.22 39.14 0.180 71 <br /> Cum.Tension:39.14(kips) I ATS-HSC1010 Coupler <br /> Shrinkage:0.50(in) ! i Max.Tension Capacity 48.62 39.14 I 81 <br /> Notes: <br /> (1)Run Termination:Top Plates <br /> (2)The maximum tension capacity of the system at any level cannot exceed the summation of the controlling component <br /> capacities of levels above. <br /> Version:3.0.1 b Page 7 of 29 <br /> Lochsa Engineering www.lochsa.com 1-866-606-9784 <br />