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Nedada: (702)365-9312
<br /> Idaho: (208)342-7168 /1 loc h s a
<br /> Colorado: (720)644-9246 engineering
<br /> Alberta: (587)774-9040
<br /> SIMPSON SIMPSON STRONG-TIE COMPANY INC.
<br /> 4..,�, rr��++,� 5956 W.Las Positas Blvd., Pleasanton,CA 94588.
<br /> Strong- ie (800)999-5099
<br /> www.stronptie.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 Id Oty Max.Cumulative Capacities(kips)
<br /> ._.--
<br /> 5.1 18 9.61,6.56,4 4
<br /> 27,4.27, .27
<br /> 5.2 6 13.26,6.54,4.27,4.27,4.27
<br /> 5.3 26 26.35,16.33,9.61,4.27,4.27
<br /> 5.4 12 38.63,23.62,13.60,6.54,427
<br /> 5.5 16 48.82,34.64,19,63,9.61,4.27
<br /> 5.6 6 55.18.34.64,19.63.9.61.4.27
<br /> 5.7 6 61.87,41.33,27.36.14.57.4.27
<br /> 5.9 8 71 48,55.22,27.36,14.57,427
<br /> 5.9a 6 7148.55.22.27.36.14.57.4.27
<br /> 5.10 38 84.58,60.19,35.59,19.33,8.54
<br /> 5.10a 6 84,58.60.19,3559,19.33,6.54
<br /> Global Options: Lumber:
<br /> Vertical Deflection Limit per Floor.0.200 Plate Species:DFL
<br /> Code:2015 BC Stud Species:DFL
<br /> Shrinkage estimates are based on specifications from
<br /> engineer of record
<br /> Notes:
<br /> (1)Anchortiedmm System capacities are based on Allowable Stress Design(ASD).
<br /> (2)The following calculations are provided for justifying that Simpson Strong-Tie Anchor Tiedown System component capacities meet or exceed me design
<br /> forces provided&determined by the Designer.Simpson Strong-Tie has not confined and Is not responsible for any of the design,engineering,calculations or
<br /> derivation of the structural forces related to the building.
<br /> (3)The designer is responsible for evaluating the effects of lumber shrinkage and ATS elongation on shearwall drit Simpson Strong-Tie has not confirmed
<br /> and is not responsible for verifying the sheanvall system's adherence to budding code drift requirements or its performance In consideration of structural
<br /> deformation compatibility.
<br /> (4)The maximum cumulative capacities shown above are at each level for each system,slaving at the lowest level-These are based on the lowest capacity of
<br /> the ATS component Refer to the following pages for a detailed breakdown of each system's component capacities.
<br /> (5)Do not weld products listed unless this publication specifically identifies a product as acceptable for welding,or unless specific approval for welding is
<br /> provided in writing by Simpson Strong-Tie. Some steels have poor weldabdity and a tendency to crack when welded. Cracked steel will not carry load and
<br /> must be replaced.
<br /> COMMENTS:
<br /> Version:3.0.1 b Page 2 of 29
<br /> Lochsa Engineering www-lochsa-com 1-866-606-9784
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