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, . R6a2.10.6.2 Method PFH: Portal frame with hold-downs. <br /> . Method PFH braced wall panels shall be constructed in accordance with Figure <br /> . R602.10.6.2. <br /> xrr�*a�ar�e rrrw oovw�rarra�..�wca trv�o wu►uo w.►t+.rta� <br /> E7IfEMT OF e�10Qq wltN lfWLE►pRTK flt� <br /> (Otl[NtIiC!0 tiYMI�AM!l) <br /> 2'.�rM1�PK01M4TM G►QR�HN6 <br /> �- �0�llrBlt 011004l1t IWIItK <br /> RMf��tfi�t/EII <br /> P01iY Ml TNt!R�OD/0.�ttql <br /> ME �; Or/OdrtE!i0[� <br /> i: �wa,m�«at <br /> rrs-s <br /> .. . . . � R�KtOtO.��t k= <br /> NY[f LOiE{l1W. .�a�� <br /> = f�IRLMBKATM1116fAM[MXRMAT7l� OCCY1104IOtAI�OK IABtCMTOp <br /> � ' • COMlpi Olt R�tvp�0 MOx M++�At w]r 6R�D ; M�p[01�0[f W 011 ' I�wtf r0 <br /> t PAt�tRkw�4NpNN � KQCIG1f6YMN1eN NtROLRIP� <br /> woarE�r OF ww,i <br /> � M��lItOJ�CAtiTU���[�Ti1�F.i � TYY�O <br /> G� <br /> �; Mi?tRi�pr/07N t10t5 q ORtNR10 3 ��o� I�QYA6 ds k1D <br /> . aMQf1fE 34E P!'�e •% $![{$R N41�8.rF' <br /> +c.�c a��o A•�y�,r4w <br /> 6 � -r. gi �[u�•+watva[ <br /> . M va � <br /> � � �— rreow�c�sar�p,�e�wta�arw '• �' �a+�waar <br /> � � sts��Kvroas�trrw��wes.sNc+�r� �; rvwt.a,rarrx z�cYu� <br /> tY <br /> 7 0 3 YMK 10 t4MMRlM 04 Q+�IYMNkC 0�+1[�{,f Ar iA/l►E COM�ftTWIY ay <br /> i T O C IM Xl/RMfiM�71Ni.i11lC10N0..MD �j }�11faMW <br /> ��rn �rw eou�u�wst <br /> Mw ttMi�M�1�MrtlP6RrAi�tM1¢iis MpM6MI0J+tt�i <br /> wanc�oe��a mos <br /> 11l1.R)lm/IiiTAY�YR MOl0a0h'MM{ I[R T�/U{�fq i(f}� <br /> 1CMKCOCP t1�0 CQ1�CRi T[�q MItt,L4 M�q � <br /> /t/Y1Mfl <br /> MM @NfiORCYlO OF FOYMOATI011.!Od1E N W MIN�Mi t�MM8�00MA1 <br /> t TO►N��01TON Ot ROOTNIQ iMlMt rf� ,��ETE MG M�ItfD <br /> r�nit <br /> �� ..�+.ry�.•��..�� MTQ�AIMi1N <br /> � �« <br /> -Z-�r �....i �� <br /> IWI i00TN0!QE It110Ei 0/ENMIO A611Z°k 1!'.A1L�Y <br /> OOMiMfW 8+rtl�E rEI1MtRE0�br004a!O�tM+IMf <br /> rw�t�friq�MeTlqa{�IC�11K�tp{;1,�YN�OotA <br /> �.�s-�+�x z�rir�vwaR� <br /> FRONi EtE'VATION �pN <br /> For Si: 1 inch = 25.4 mm, 1 foot=304.8 mm. <br /> FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WlTH HOLD-DOWNS <br />