Laserfiche WebLink
. , <br /> o�"LY�� ro ect: Belmark Lo ez b : RR sheet#: <br /> �s��if'���8'39±� location: Everett,WA date: 41s44 <br /> ���RC��tl dient: LCI ob#: 1487 <br /> �n�C <br /> Shearwall Connections <br /> Top/Bottom of Wall Connection <br /> Simpson Shear Connectors,pg 190 <br /> Allowable Shear at Spacing(plf): <br /> Fastener T�Pe <br /> Allowable Shear Ib 24 18 16 14 9 8 <br /> LS50 630 315 420 473 540 840 945 Bendable <br /> LTP4 575 288 383 431 493 767 863 Flat <br /> A34 445 223 297 334 381 593 668 Right Angle <br /> A35 600 300 400 450 514 800 900 Right Angle <br /> Sill Piate Connection to Concrete <br /> NDS Table 11E <br /> G= 0.43 gott Side Z Ib Z' Ib Allowable Shear at Spacing(plfl: <br /> �o = 1.6 Diameter h�ember � � � � 48 32 24 18 <br /> CM= 1.0 1/2 1.5 590 944 236 354 472 629 <br /> 5/8 1.5 860 1376 344 516 688 917 <br /> 3/4 1.5 1200 1920 480 720 960 1280 <br /> 1/2 2.5 730 1168 292 438 584 779 <br /> 5/8 2.5 1070 1712 428 642 856 1141 <br /> 3/4 2.5 1400 2240 560 840 1120 1493 <br /> Sole Plate Connection to Rim/Blocking <br /> NDS Table 11]&11N, ESR-2Z36 <br /> G= 0.43 Side Allowable Shear at Spacing(plfl: <br /> �o = 1.6 Dowel Member Z(�b� Z (�b) 12 8 6 4 <br /> CM= 1.0 lOd 1.5 102 163 163 245 326 490 <br /> 16d 1.5 122 195 195 293 390 586 <br /> 1/4" 2.5 140 224 224 336 448 672 <br /> 3/8" Z.5 190 304 304 456 608 912 <br /> 1/2" 2.5 360 576 576 864 1152 1728 <br /> SDS1/4x6 2.5 245 392 392 588 784 1176 <br /> Shearwall Schedule for Design <br /> panel panel shear framing sheathed nail nail seismic reduced wind <br /> grade thickness wall sides spaCing size (pl� seismic plf (pl� <br /> sw-1 2x 1 6 8d 242 138 339 <br /> sw-2 2x 1 4 8d 350 200 493 <br /> C-D 15/32 sw-3 3x 1 3 8d 456 260 638 <br /> sw-4 3x 1 2 8d 595 340 833 <br /> sw-5 3x 2 3 8d 863 521 863 <br />