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Wood Shear Wall <br />LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 <br />DESCRIPTION:C - SIDE OF BDRM 1 <br />Project File: 24058 Calcs.ec6 <br />Project Title:POCKETT ADU <br />Engineer: <br />Project ID:24058 <br />Project Descr:ATTACHED ADU <br />Code References <br />Calculations per NDS 2018, IBC 2021, SDPWS 2021 <br />Load Combinations Used : ASCE 7-16 <br />General Information <br />ft <br />Calculations per NDS 2018, IBC 2021, SDPWS 2021 <br />Fc - Prll = psi700.0 <br />Specific Gravity =0.5002 <br />475.0 <br />E <br />Ft - Tension <br />Fc - Perp = 625.0 psi <br />psi <br />Wood Grade : <br />ksi <br />Total Wall Length Framing & Chord Material :5.50 <br />9.50 ft No.2 <br />SDC : Seismic Design Category : D <br />Story #1 Height <br />Wood Species : Douglas Fir-LarchNumber of Stories 1 <br />1,300.0 <br />Main Sheathing <br />4.3ASDPWS 2021 Construction Table : <br />Wood Structural Panels, Struct I, 3/8" Thk, 1-3/8" Min Pen, 8d <br />Fstnrs <br />6" Spac. <br />Nominal Shear Capacities (plf) : <br />3" Spac.785 1540 <br />12054" Spac. 2" Spac. 2045 <br />Sheathing <br />Sheathing is Blocked <br />Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. <br />Level 1 Chord Size :1.0 1.0 <br />Chord Area = 12.250 in^2 <br />Max. Allow Stress Ratio : 1.0 : 1Tens:Comp: <br />All chords treated as fully braced about both axes <br />4x4 Chord Cf: <br />Chord Data <br />Opening Opening <br />Left Edge Width <br />Dist to <br />Bottom HeightOpening ID Dist to <br />ft <br />ft <br />ft <br />ft <br />ft <br />ft <br />ft <br />ft <br />ft <br />ft <br />ft <br />Page 30 of 35