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Pitzer&Associates, PLLC 23-109 1SL 4GL ESDLR IBC ver18-1.xmcd 4/12/2023 <br /> 12.0 Shear Wall & Hold Down Schedules . . <br /> Shear Wall Requirements-Hem Fir values <br /> SW-1 SW-2 SW-3 SW-4 SW-5 SW-6 SW-7 <br /> Use 7/16"CDXwd Use?/16"CDXwl Use 15132"CDXw/ Use 15I32"CDXw/ Use 15/32"CDX w/ Use15/32"CDX Use 15/32"CDX <br /> 8d @ 6"Edge 8d @ 4"Edge 10d @ 4"Edge 10d @ 3"Edge 10d @ 2'Edge Both Sides w/ Both Sides w/ <br /> 8d @ 12'Field 8d @ 12'Field 10d @ 12"Field 10d @ 12'Field 10d @ 12'Field 10d @ 4"Edge 10d @ 3"Edge <br /> Capacity Capacity Capacity Capacity Capacity 10d @ 12'Field 10d @ 12"Field <br /> S-(242 plf) S-(349 plf) S•(428 Oh S-(558 plt) S-(716 plf) Capacity Capacity <br /> W-(339 plf) V-(489 plf) W-(599 d» 1/--(781 pff) W-(1003 plf) S-(856 pith S-(1116 pit) <br /> W-(1198ptf) W-(1562pff) <br /> Hold Down Requirements <br /> T-1 <br /> STHD14/STHD14RJ w/ <br /> (38)-16d sinkers <br /> 6"stern wall <br /> Capacity 4295# <br /> Shear Flow Connectors Capacity(Hem-Fir) Shear Wall Capacity <br /> Simpson L50 z1:=385•ib <br /> Sw1:=242•plf <br /> Simpson LS50 Z2:=520•Ib <br /> Sw2:=349•plf <br /> Simpson A35 Clip Z3:=450•Ib <br /> SW3:=428•ptf <br /> Simpson H1 Truss Connector z4 430•lb <br /> sw4:= 558•pit <br /> Simpson DTC Clip Z5:= 111•rb <br /> SW5:=716•plf <br /> 1/2"DiameterAnchor Bolts(2x) Z6=944.Ib <br /> Sw6:=856•plf <br /> 5/8"DiameterAnchor Bolts(2x) Z7:= I376•Ib <br /> SW7:= 1116•plf <br /> 5/8"DiameterAnchor Bolts(3x) z8:= 1712•Ib <br /> Connector Spacing: <br /> Shear Walls 1 234567 <br /> 19 13 11 8 6 5 4 v Simpson L50 <br /> 26 18 15 11 9 7 6 Simpson LS50 <br /> 22 15 13 10 8 6 5 A35 Clips <br /> 21 15 12 9 7 6 5 H1 Clips <br /> Z 6 4 3 2 2 2 1 m DTC Clips <br /> 47 32 26 20 16 13 10 12"Anchor Bolts(2x) <br /> 68 47 39 30 23 19 15 5/a.Anchor Bolt(2x) <br /> \85 59 48 37 29 24 18i 58"Anchor Bolts(3x) <br /> 1 SL Version 18.1 Page 12 <br />