Laserfiche WebLink
BA►SE RAIL ANCHO�A�E O�TIONS <br /> � �6'f1LL1 U.z S IXPAI80N A/pqp <br /> / TNROUC1f BtSE RA7LwrtH1u 60F Ea4ti <br /> j �'rtx vost aa+cyues <br /> f � //''''INSIa1.L1::'aa ExPN45qNl.1TtY`R <br /> � �i HRpIC�6ASE WUL WlIFN 60F clC3� <br /> ' ru,c1-�am uoucsecs <br /> t <br /> i 4 /smuntee:-xv-aeenec.�rt <br /> -- -- — r <br /> — - -rarwuu�u'EUSeOwB+r <br /> _ 1 <br /> - - � - - _ - --_,.�. _- -� -� r -�' _ � <br /> �t ^yT � " l � <br /> = -�� , - <br /> '^-'NW�OSITaCCCNL.FOOTwi(�9}pp5ly�y� �LCNTr.U0U5i'CWIIi�pRrEA�.EI(1 � <br /> REJIFORCf➢lNfHi�LYININIXSUS <br /> �� +COtdCREl�MONO.SLAB BASE RAIL ANCHORAGE CONCRETE SLAB BASE RA(t ANCNORAGE <br /> Jf1 rtATosole vQ � <br /> r�ro sak roPnoHa.-orer�c,�aar�rs ovtn <br /> CDNCRE7E <br /> Conaele Shad Haye a G+6rrraum Specifed Cdnpressiae Strm�h d25pp p51 at 28 Days- <br /> 7 Y7A41ER$--.` <br /> CDVH2 OVER REgrFORqt/G STEE1 � <br /> ` � �--rsca+nvuoJSwseau <br /> Far towWapor�s,minimun m�raete caver wer remiwong 6ers shal be: � <br /> 3 incha in fouMa7ian5 rMre tre�cre�is rasi ageost and PEm�nently in cOrdad+�h the eaM aexposai fo the earlh '� <br /> rs a�1 aa.��rn <br /> or weatlier,am!t-1�2 iidies e1se�Mere.Rebiarung bvs embedded"n grouteD ce9s shetl have z iminum ck�S�siaxe ai aa[aoia+o wrt-�c� � ORILL 56'kdE 7H0.01.GH 7NE <br /> 114 i1Atl1�r Ef1e g(W!Or 112 illf:h f0�WaSe,�oul bEMeen�ttl�Cirlg b8�5 81W My 78fE Of d CEfl.RBVIfOfCi119 06151.6Bd ul � r J� r�0�5E RN.�¢�UPF TL' <br /> masonry naAS 51mq hare a n�esoroy w�er C�+�9 9�}d not lPss Man 2 intlres formamnry unis rril�tace exposed M �, avc�rt ErE n+ttN T.r aaw;FR <br /> eartA w we�her�_12 m[iies iM ma T�aa�+eC�� <br /> sonrY w�s not e�ed to earth aire2tl�M_ <br /> REWfQRCp1GSTEFI; — <br /> The re'xeforvg�e¢l 3Aall 6e m'atiR�un Grdde 40. ' <br /> �arr.�+oa <br /> »'RLO�'wnG <br /> GALVqNIZAT10k wm���n� <br /> MelalaG�Smies/ar09e7mezd¢riorwallcanstrud'mnandwl�rectl mtnebpatlaEr (�Exo7Ea.xiGE�.wn <br /> aecordarxe miU ASTM A t53.Class&2 t�l p1aB�corx�rs,�arui reis exposadidiredly ro tlie wea�her sw�a�Fmur�w�ss7�\ _ <br /> sMaA be stainkss skel w hW d4P�9aManaed <br /> � <br /> RfMFORCEMBJT A1A,Y BE BENT IN TFiE SF1pP(b2 Ti{E F1ELD PROVdDEp; <br /> i_ Artreinfaroemeldiapentcdd: <br /> 2. 7he diameter M the bend.rreaswed oo Ehe'v+sitle M the bar is rol iess Ihan soc-0ar demMers:and <br /> 3 �e1n���Q�N���acer�.aao� (�� GRO�1i�[D BA,SE RAIL RAlCHORAG� <br /> IXC�PTION; `�V NctToSde (CJW2E115EDFORASPH0.LT� <br /> Yd7�ete be�'ina is necessary to a5gn drnvd bers airi a verfical teY.Ears pa2aliy emDedded in conaete slrap 6e <br /> pemet�d ro he bem at a slope oi not mo2lhai 1 ind+d horimr0al dspb�pzmetd to 6 a�d�es of verti�l bar Ienglh, <br /> :F \���i�.df�f�r f <br /> BECH'iOL F�1�, R �Sy�_�F�'a,INC. <br /> �WS WEST N �y0 ���$-�`.7_� % <br /> DELAND <br /> / � f / � ``6� / <br /> f � -/,,�,� <br /> Thomas Bp�td.P Es � �Q� r 1 <br /> FbriEa lioeM,f$ � ' � <br /> 0 <br /> � �`.�`�':s�1Q`�'��, �� <br /> /� <br /> � <br /> `�� , ��ENG/NEERlAtG <br /> AND EST/NG, irrc. �&� gUILLJ'�1�[V 3�������g �t��� <br /> �ONSULTING GEOTECFd�ICAL,ENV62pNIdENTAL,ANO M0.TERIALS T�ESTING ENGINEERS <br /> Ceni�iaMt W Au1Mr¢elian No.5s92 <br /> flELD: G���, <br /> JP �"�: 8-15-'f 2 <br /> �a"'" RR �OJ��o. G10t32 <br /> APPFZpVFD:'� �E� IyOTED <br /> S�lEET 4 O�9 <br />