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2018 1BC./NDS 2018 — Shear Wall Batts <br /> table 1.2E BOLTS:Reference Lateral Design Values,Z,for Single Shear <br /> (two member)Connectionc'62,'4 - <br /> for sawn lumber or SCL to concrete <br /> �Q a <br /> i A <br /> N' <br /> O: <br /> x gypp' g rF�4 N ! 6 E o e n <br /> uF7av� lei m t�3 I � � i3 $ tilu�iEn3 ? �� <br /> U D 4 Zx Zs Za Z. yZa Le Z, 4 Z,: <br /> in, is in. 11135. ba, bR be. be. Ara lbs. be be. be. <br /> 9] <br /> $l6 k BBIl 420 No 4101 810 360 ODD 53fI1 780 M <br /> 1412 M12M 480 1190 490 1130 370 1120 36D'€ 110D 350 <br /> �4f+i <br /> EM j 9tD 4901 900 480 „840 400 ...aw 380 M370 <br /> 1314 374 1230 $4D� 1270 sw 1160 4S0 1140 4201 1120 410 <br /> 6.0 7l8 463D 68(I 1610 870 1640 470 1620 46o 14w 430. <br /> and1 to`$D 2060 st T620 A7130:: 490 :+s 1740 ..'470 <br /> 578 `1070 640 _ 1090 530 980 480 _ A70$ 9d0 "4B0 <br /> 2-112 3r4 14M 710 1360 700 1290 92D 1270 WO} 1240 590 <br /> 7la 1790 = 1770 510 'low 860' 1640 6601 1800 610 <br /> 3 tR art 1650 7ao� laic :m i D <br /> 1n� Z•aD z �7a 780 4 M w <br /> W8s „„ice Yt271 1140 � Bi :<_.,,,,,1640 Gw 110 670 1470 . ...6BA <br /> 718 MD 960 2070 950 1" $70 1e80 850 1840 82D <br /> 1 255D - 1i90 252D 1186 2340 1=_.....2310 9B0 22DD 960 <br /> 1.Tabulated lateral design values.Z.for bolted oaneeetions ftU be multiplied by ell RThcaltle adiiurment FAcuO a(ace Table 11.3.1). <br /> 2.Tabulated lateral design velaes,Z.we fa:"fall-body diameser bolas(sa Appendix Table Ll-)nib boll beading yield streng,b, <br /> F#of 45,000 psi. <br /> 3.Tabulated lateral design-,mhtea,Z,arc bled on dowel besting Menpk FE.of 71500 psi for concrete with.minimum 11�=2,500 psi. <br /> 4.Six inch anchor embedment sasutned. <br /> .................. <br /> - ---- - <br /> Fsslaners(in.) A#arable Loads <br /> mom BIBSRte Uncedwd Cracked _ <br /> go• Sidaa Top WAdarldSDCAW SOCGfe MllndandSDCASBu SOCC-FE <br /> UpliftStandard Installation-Aftadtod to DPJSP Sill Plate <br /> MA3ArcM0.5AP 2z4,a8x8x10-(7j0148%1Ys_�10148xi14 920�1475,1fi 745�1.235 1046 760 1476 _875 �0--1,235-:766 <br /> _._._3A 3z8...,(l101ABxIK N10148%iK, ,.fi30 1165'�:7 550 Y020 725 ,975i165 -725„! 415_I.5020:.fi10 <br /> One4ag-Up lnetallatlon AtleeMd to 0rd8P$11 piele <br /> `MASAorMASAP- �x10`18j0.14Ba1K](8)D146Y1i5 7,S l 9f>.5 s�5 b6D B45�995 57D D65 930 500 845 - 810 <br /> 3r43x6--�QI0.148z1if;{'llatbBxii4 1 ..685 �.....:_ 7BD � 66x . <br /> ... �els'UP ..._.....- ._..�...- _..._.. <br /> raw Installation-Attached to DFASP SIR Plate and Simbwel <br /> _-..._... ........-.._ ....--- - - . t <br /> � j MASAorMA.SAP i2a4,x8 x8 40(9)0148x iK$ - 810 t fob,863 740 955 755 ! 1,105 i 830 MD 965 550 I <br /> ........., a ...... ......... .__. <br /> Doubis 2x instalatlan-Attaehad to DFISP S81 Plate <br /> Doubts 24 <br /> M IMASAarMASAP (5)0148xIK 12)fl.f48x11t 840 103D 7B5 735 900 785 635�1,030 785 5b5 11D0 785 Al.mewn tea- <br /> .. w bin Mo mulled r- <br /> Stataiard InaW19on-Attached to Hem Fr sal Plata xrdeel lazErwkI- <br /> 76 x1D l�OHSxiK (GIOtABzSK 790 12501 940 64t1 1060 9DD 630 S?ti+ w.w,( « �l F1 <br /> 660 <br /> i �jls{M6 ;t>(510148xi'h{4)C14Bx1Yr�a35 1A05 625 475 -875 B25 411S41,":35p <br /> One-LaaUp installation-Attached to Hem Fr SM Plate and HF/SPFSdtb <br /> ' 2z4,%6 ffi x10 (6)D 148x I R j 13l MAS Y 1% 6b0_SM 955 565 725 - 866 4 W:030}796 430 725 - 696 + ,v - . <br /> fdASAotPAASAP - �+ rr <br /> `3x4 3x8 p10.148 x i55;00148 x ttt r 070 ' -- 590 - - 674� i - 90 <br /> Twb4.vP-U0laddlatdan-Hem FfS91 Plate and HF/SPF 8imboard <br /> > i tAASAot MASAP 2x+4 x8 x6X10 . 70 M 05p .54 50745 ! 6.... C 460.j...830...476 <br /> .— 0oubie 2x Metallobon Attaehad le Hem R$11 Plods&Ial ... -. <br /> - _..�673 iMASAarMASAP ...... .. ... 545 NO 675 55 --7- <br /> 75 675 <br /> Double 2 t�i^• <br /> .... .. - - .._.. -...__._i__ -. <br /> P 1-61J 144-gif(E) 2x 1376# 60"oc 1060# 60"0c <br /> P1-6 240-p1f EI 2x l 1376# 60"0c 1060-4 52"oc <br /> P1-4 350- if(E1 2x 1 1376# 46"0c 1060# 36"oc <br /> P1-3 450-pif t,E) — 2x _1376# 36"oc 1060# 28"oc <br /> P1-2 820 .If iW) 2x 1376# 1 20"oc _ 12504 _18"0c <br /> P2-4 700-pif tE 3x 1712# �r 28"oc 875# 15"0c <br /> P2-3 400-plf'Ei_, 3x 1712# 22"0c 875# 11"0c <br /> P2-2 1640-plflWi _ 3x 1712# ' 12"0C 1005# 7"oc <br /> L3.4 <br />