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SHEARWALL DESGIN GENERAL <br />(Per ASCE 7-16, IBC 2018,CBC 2022 & LABC 2020 Code)Job Number :23026 <br />Plan : <br />GENERAL MATERIALS <br />Code : AF&PA NDS-2012 &SDPWS-08(ASD) Descript. Material Size <br />Design Method : Segment & FTAO Top Plate DF/SPine 2-2X4 Min. <br />Load Combo : 2021 IBC/2022 CBC & ASCE 7-16 Sill Plate DF/SPine 2X4 Min. <br />HD Manufacturer : SIMPSON Wall Stud DF/SPine 2X4 @ 16"O.C Min.(U.N.O) <br />Panel Schedule : 2022 CBC Chord DF/SPine 2X4 Min. <br />2022 CBC <br />16d's Sinker SDS Screws(*) <br />1 260 6" O.C. 16" O.C. 16" O.C. <br />2 380 4" O.C. 12" O.C. 12" O.C. <br />3 490 3" O.C. 8" O.C. 8" O.C. <br />4 640 2" O.C. 6" O.C. 8" O.C. <br />5 800 (2) 3" O.C. 5" O.C. 6" O.C. <br />3(D.S.)1020 (2) 3" O.C. 4" O.C. N/A <br />4(D.S.)1330 (2) 3" O.C. 3" O.C. N/A <br />5(D.S.)1740 (2) 3" O.C. 2.5" O.C. N/A <br />Notes: <br />-(*) Use 1/4"dia. x6"SDS Screws <br />DRAG TYPE FORCE SCHEDULE <br />Type <br />A <br />B <br />C <br />D <br />E <br />F <br />FORMULAS MAXIMUM SHEAR WALL DEFLECTION: ( IBC Section 2305.3 / SDPWS-08 4.3.2) <br />-Provide 3" Nominal Or Wider Framing At Adjoining Panel Edges With Nails Staggered. <br />-Use Clips @ 6" O.C. On Simpson Strong Wall & Hardy Frame (U.N.O.). <br />-Use Spacing Per Schedule If Number Of Framing Clips Are Not Specified On Framing Plans. <br />-Sheathing Conforms to Either Doc PS 1 Or PS 2 Standards. <br />8d's @ 2" O.C. <br />10d's @ 2" O.C. <br />10d's @ 2" O.C. <br />8d's @ 12" O.C. <br />8d's @ 12" O.C. <br />8d's @ 12" O.C. <br />-Sheathing Panel Joint And Sill Plate Nailing Shall Be Staggered In All Cases. <br /> Panel <br />Type <br />Edge Nail <br />(common) <br />Field Nail <br />(common) <br />3/8" <br />3/8" <br />3/8" <br />8d's @ 6" O.C. <br />8d's @ 4" O.C. <br />8d's @ 3" O.C. <br />8d's @ 12" O.C. <br />15/32" <br />10d's @ 4" O.C. <br />10d's @ 3" O.C. <br />10d's @ 12" O.C. <br />10d's @ 12" O.C. <br />10d's @ 12" O.C. <br />Sill Plate Connection Framing(2) <br />Clips <br />SHEAR WALL SCHEDULE of <br />10d's @ 12" O.C. <br />15/32" <br />15/32" <br />Allowable <br />Shear(plf)Sheathing (Plywood/OSB) <br />3/8" <br />15/32" <br />-(2) Clips Framing Use A35's, LS50's or LTP4's. <br />-Periodic Special Inspection is Required. <br />-Use Spacing Per Schedule If Number Of Framing Clips Are Not Specified On Framing Plans. <br />Simpson MSTC52 or ALT.(36)16d sinker per top plate splice <br />1192 <br />2134 <br />3230 <br />4267 <br />4745 <br />-For Holdown Attached To Inside Face Of End Post. <br />5653 <br />Load Capacity <br />Simpson ST22 or ALT.(10)16d sinker per top plate splice <br />Simpson ST6224 or ALT.(16)16d sinker per top plate splice <br />Simpson ST6236 or ALT.(22)16d sinker per top plate splice <br />Simpson MST37 or ALT.(24)16d sinker per top plate splice <br />Top Plate Splice <br />Simpson MST48 or ALT.(32)16d sinker per top plate splice <br />38 0.75b b a <br />Bending Shear Nail slip Chord splice slip n <br />w w <br />h hv h v dheEA GtL L            <br />38 0.75b b a <br />Bending Shear Nail slip Chord splice slip n <br />w w <br />h hv h v dheEA GtL L            <br />38 0.75b b a <br />Bending Shear Nail slip Chord splice slip n <br />w w <br />h hv h v dheEA GtL L            <br />38 0.75b b a <br />Bending Shear Nail slip Chord splice slip n <br />w w <br />h hv h v dheEA GtL L            <br />522 S Rosewood Ave & 1127 <br />W Bishop St4/29/2025