3317 RUCKER AVE C D 2020-07-15 - Laserfiche WebLink

Woodworks®Shearwalls 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 HOLD-DOWN DESIGN(flexible wind design,continued) A-3 L End 9.63 0.00 2 957 1481 A-3 R End 13.13 0.00 2 957 531 427 CS16 - 1.0 1705 0.25 A-4 L End 13.38 0.00 1 1288 A-4 R End 26.63 0.00 1 1288 A-5 L End 26.88 0.00 2 957 531 427 CS16 - 1.0 1705 0.25 A-5 R End 30.38 0.00 2 957 1481 A-6 L End 30.63 0.00 1 243 A-6 R End 35.88 0.00 1 198 A-7 L End 36.13 0.00 2 1017 144 873 CS16 - 1.0 1705 0.51 A-7 R End 39.88 0.00 2 1017 144 873 CS16 - 1.0 1705 0.51 Line G 0-1 L End 0.12 34.00 1 1152 115 1036 CS16 - 1.0 1705 0.61 G-1 R End 3.88 34.00 1 1152 115 1036 CS16 - 1.0 1705 0.61 G-2 L End 4.13 34.00 1 58 G-2 R End 5.88 34.00 1 58 G-3 L End 6.13 34.00 1 1152 115 1036 CS16 - 1.0 1705 0.61 G-3 R End 9.87 34.00 1 1152 1411 G-4 L End 30.13 34.00 1 1152 1411 0-4 R End 33.87 34.00 1 1152 115 1036 CS16 - 1.0 1705 0.61 G-5 L End 34.13 34.00 1 58 G-5 R End 35.88 34.00 1 58 G-6 L End 36.13 34.00 1 1152 115 1036 CS16 - 1.0 1705 0.61 0-6 R End 39.88 34.00 1 1152 115 1036 CS16 - 1.0 1705 0.61 Legend: Line-Wall: At wall or opening-Shearline and wall number At vertical element-Shearline Positn-Position of stud that hold-down is attached to: V Elem-Vertical element:column or strengthened studs required where not at wall end or opening L or R End-At left or right wall end L or R Op n-At left or right side of opening n Location-Co-ordinates in Plan View Load Case-Results are for critical load case: ASCE 7All Heights:Case 1 or2 from Fig.27.4-8 ASCE 7 Low-rise:Windward comer(s)and Case A or B from Fig.28.4-1 ASCE 7 Minimum loads(27.1.5/28.4.4) Hold-down Forces: Shear-Wind shear overturning component,based on shearline force,factored forASD by 0.60.For perforated walls,T from SDPWS 4.3-8 is used. Dead-Dead load resisting component,factored forASD by 0.60 Uplift-Uplift wind load component,factored for ASD by 0.60.For perforated walls,T from SDPWS 4.3-8 is used. Cmb'd-Sum of ASD factored overturning,dead and uplift forces.May also Include the uplift force t for perforated walls from SDPWS 4.3.6.2.1 when openings are staggered. Hold-down-Device used from hold-down database Cap-Allowable ASD tension load Crit.Resp.-Critical Response=Combined ASD force/Allowable ASD tension load Notes: ^WARNING-This hold-down does not have design capacities for the thickness of end studs selected,so additional jack studs or blocking required Refer to Shear Results table for factor Co,and shearline dimensions table for the sum of Li,used to calculate tension force T for perforated walls from SDPWS 4.3-9. 31