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2018 IBC/N®S 2018 d Shear Wall Bolts <br /> Table 121E BOLTS:Reference Lateral Design Values,Z,for Shear <br /> (two member)Connectlons42�m <br /> for sawn lumber or SCL to concrete <br /> Tlskluasa <br /> ' N <br /> U � WN a <br /> 4 n to Z1 Zo ....... Zj ZA - — 21 Xr <br /> zo <br /> &a. ba. Ibe- 1ha fba. ba, bs_ a.s. <br /> 310, <br /> 12 <br /> 51R aM 4 wo 410 810 3501 ODD $30 70D 820 <br /> 1.1f2 314 1200 460 1100 450 1130 a70 1120 9001 1100 s50 <br /> 718„ 1M . 6' 13 0 7t . .:f`5a3 13e0 . :.;350 <br /> 1 610 1680 1520 420 4Fa <br /> 619 010 4 gooego 840 400 090 860I 8f0 970 <br /> 1.314 314 1230 64 1220 630 1160 480 1140 420 1120 4" <br /> 6.0 7� 14L10 Soo is 610 1640 4701 1620 4w' 14DO /0 <br /> 1T10 43 <br /> and t:: 0 030 2000 81 1874 di31 1770 WO 0 <br /> ,._ <br /> grantor 6/9 470 1070 6411 A b00 0B0 A8D1 00U w -N <br /> 2.1n 314 1400 710 1300 700 i200 0201 1270 600 1240 $80 <br /> 7B 1770 810 1t100 8001 1040 860 1ODD $10 <br /> r 2W 9w , <br /> 470 4 tDa o.: <br /> 61e 11490 �140 10D0 620 1000 i 10 <br /> e to 311 18b0 780 16�5 77 wo 1510 14 0 Rb <br /> 716 2100 060 2070 060 1010 O1 1880 880 1040 120 <br /> —. 1.__. 550 1190.._._2620-— 1100 2340, <br /> I.Tabulated le(esal design values,2,fa bolted eotmectious shall be multiplied by all applicable adjuitmentfacWss(seeTable 113"1), <br /> 2.Tabulated lateral design rdues,Z,me for"fuH-body diemates"bola(tee Appendix Table L I)tsith bolt bending)tick sueng1k <br /> F?,of 45,000 psi <br /> 3.1ibulaW Ialetel design N%lues,Z,ate based on dowel bearing strength.F,.of 7.500 psi far concrete%ith minimum f,'-2,500 psi- <br /> 4.Six iecb anchor embedment assumed, <br /> i I } Fasleneta IFt! klbarabe Leads <br /> ' sl Uaorad SiUSDa 7 Sides To 116MendS00k88u� �SDEO-N �ModendS0CA58+I SOON <br /> i Ns. clacked <br /> , <br /> ra jty!f1[ Ft_;_F2_yAllj Fr Fa IUptllll <br /> -- SlendsdlrsslsNaUon AlladudloDF/SPSI4PIata <br /> 7k�S4aMASliP -?'•x8'10.a�(j I 3W3idi .(5)Q0.N6Sii{6 1 � � 4761_b5 6-M <br /> 8Cl 1O.4 �725 476 725 41511p,2233544E <br /> 67610x1*f(p 0,I8XI%1630 i11165: 725 j NOf102510 5 <br /> One-ieg-Up Ira1a!Ief1oA-Atlecttedte UF?6Psi0%tle <br /> 2x4 10- 44SAoMASAPf3xc46,3►Bv6s 1011(B71A1L144488x1i14§51(210.14Rv4K rho i_99-5 J 68.0.. .895 i <br /> 85 .G-70 f685 9W+ 93D 500 815`810 <br /> r6a�� I - tiffs <br /> �. iwo•ie4sUpinatelhdon Attecbedmafl8►St8plataa„dpy„boerd <br /> CIO -a- MLSA«IAASAP12,,8x8, l9_0148xIM• 05 j 140 0 80 66 <br /> _4... 0,65 1550 <br /> _ <br /> Oeubla 2x lnstalaton Attached to DF/SP SL114no <br /> MASAaMASAP €a�6la 214. •15)0.148x1S4;(t10140x114J 1140 1030 7851 735�ON�705�825�1030, 705�665�990�785 I Sara sau�rt �N <br /> lnsla4adon AHlebedtollem Firgli to.4 L4 .o'en'•y(se�tbdvl- - .. <br /> r <br /> "any:Yl4a4.sD�1Q i3J0.149x11fi(GJ0148x114 79D 1,250I 940;640's1Af0 wo 650 sr iu, &fA— <br /> „} A0140x 114(4)O l48 x 14S 635 1,OOS 625 475 1 r76 025 46G r , Jr 14iFI <br /> mxsJ <br /> ~ - One-U0•UpinslalaSen Attached to Hem F4rSn note end HUSK Slud � <br /> e 2a4 a6,v6,xID(610146Y14 j(a)O.IARv1K 650 83D 1 555 565' 725 SSS 40D l 610 706`430 726 1$95 2 r ?MASH a IxkSk 1 <br /> `3s4.3s6 p10.148x1%j(7)0140v114 — ,670 r— ��'i J '! f. <br /> j Two-Le94-0losldatbn HIM&SPI Platt and HF/SPFRimbsard - — - <br /> a Fnnskabusk�;2.4 ae,x0.xro o,usxisl l <br /> roo 950 745 1635;830(650 545 1 050 5401 4001 030 1 475 <br /> OoaDle 2xMewleUpt A1lec*ed 16 Hem F'r sit Plate <br /> Lr' UmaMA5AP 3 Do,�2 ,(S}014R x 1 K Q)0148 v 1 o 720 189D f 675 630 77b 6Tb_1_645 890 676 555 1775 675 <br /> �I 4' flis.lf 71( 3 ?,r•i" het� t•1f 1 r?.�:' 1!P,itta !l, <br /> k)'!6 <br /> �..�'m.0 L44 ff{E) 2x 1376# 64"oc P1-4._ I{..EL..._ _.2 ..._.. ._. 1376# 46"oc 10604 52"oc <br /> c 1060# 36 oc <br /> .. 3.... ......4§gpuE)._....... v 2x 1376t! 36"oc 1060# 28"oc <br /> P1-2 820-,tf W 2x <br /> • — 1376# -20oc ._...._-.-.:._ .......1.250#..: .. ...__�._..._._.1_8"...0CP2-4 1 # _..... <br /> 7r ' oc 875# ,� <br /> P2-3 129 E 2ij <br /> .._.._...::: <br /> _17 <br /> 22"oc 8754 1 I"oc <br /> P2-2 1640-,1F W 3x_ 17129 12"oc <br /> 10050 7"oc <br /> L3.4 <br />