~؀0G@' ZUZc\@Y1@@@5`C@ >vqA@@@5`C@ 7=,SpyI\G@@@5`C@ =맙Xx/_h@@@5`C@ =[+O(B:E_=3-(@@@5`C@ >B.0 9B s@@@5`C@  RLXY>8[,:{/ R8[,:{/IL RLI3<w= R3<w=:e= R:e=!(R((!?emR?e%mh?e#$ R# $ n R n R@@ R@@OB>4C8?QB>4C8TB@4Cd,UB@4CdyGJvL0h$@@@5`C@ ;cUN)3"2;zT1;?G"XLJBvL@@M1_ARR-L LAB@4C;0B@D;B@4C ;0B@D ;%BcToT????@ L@L@L@L@L@L@L@L@L@L@L@L@V@$@BF8cTsLBxjcTeR????{Gz????'%Q?B8*cTD3???$@f@???V@  @@@@A????@???@@@@@@@BcTxThdeeee ZeeZeZhdZehdehd i ZhdZeZhdZ ihd iee i ZhdZ iZeeZ iڛdeڛd i ZdZeZdZ ided i ZdZeZdZ ieee i ZeZeZeZ i3ee3e i Z3eZeZ3eZ ihdrieeri ZeeZriZhdZrihdrihdm ZhdZriZhdZmhdmeem ZhdZmZeeZmڛdriڛdm ZdZriZdZmdridm ZdZriZdZmeriem ZeZriZeZm3eri3em Z3eZriZ3eZmhdmeem ZeeZmZhdZmhdmhdq ZhdZmZhdZqhdqeeq ZhdZqZeeZqڛdmڛdq ZdZmZdZqdmdq ZdZmZdZqemeq ZeZmZeZq3em3eq Z3eZmZ3eZq,ڐcڝdڿelFv:])j \\ZcZd*ڶcCeڷcHeJ>bZcZCe............who............ %ڶc gڷc gJ>bZcZ g.......time...... 3ڶcvlڷcl%J>bZcZvl-...................pentable..................%ڶcڞiڷcڡiJ>bZcZi......scale......$ڐcdc;ebZcZdID==ڐcڙfcgbZcZfdate==!ڐcکkcnlbZcZk pen table=ڐc icږibZcZ iscale=0ڸeکdڿeڪd"J>ZeZd(...................bob..................ceڝdڱedZceZdfile==,eeeiXgF@XFFZeeZe,eeeiXg@%,FFZ@gZ,feeXgiXg ZeeZXgZiZXgeeeeeXg ZeeZeZeeZXgeefif ZeeZfZiZfeeڤfEgڤf ZeeZfZEgZfeeJfiJf ZeeZJfZiZJfeeeie ZeeZeZiZeeeږeiږe ZeeZeZiZeڑffڑfXg ZfZfZfZXgڋgfڋgXg ZgZfZgZXgieiXg ZiZeZiZXgeږeef ZeZeZeZfEgږeEgf ZEgZeZEgZfکgږeکgf ZgZeZgZfeeeie ZeeZeZiZeکfgpgg ZfZgZpgZgAhg ig ZAhZgZ iZgڧfehe ZfZeZhZe!ڨefVfSgTGGZeZ'g ڨe!gVfSgGGZeZ.gCONTROL ڬefJf+gGGZeZgSECTION ښgg5h8gGGZgZgJOB NO."eeڙfHeGGZeZ#e IN CHARGE OF!ڃeڤfefO ZeZfڃefef ZeZfDES.ڒeڤfڹef ZeZfBY!ڀeLfeښfO ZeZtfڀepfeښf ZeZ{fDWN.ڑeLfڸevf ZeZWfBY!ځeee>fO ZeZfځefe>f ZeZfEST.ڑeeڸef ZeZeBY!neږeeeP ZeZeneںeee ZneZeSPECS.ڑeږeڸee ZeZeBY!TgyfڙgfO ZtgZfTgڝfڙgf ZTgZfCHK.cgyfڊgڣf ZcgZfBY!Tgeڙg>fO ZtgZfTgfڙg>f ZTgZfCHK.cgeڊgf ZcgZeBYeee#e xEZeeZeZ#Zeeeeeey xEZeeZeZeeZy#e#y xEZ#ZeZ#Zyeey#y xEZeeZyZ#ZyicUzڢUz *ZicZUzZZUzicځdڢځd *ZicZdZZd vdvd xEZvZdZvZdQ<<#e#y xEZ#ZeZ#ZyÁxÁy EZÁZyZÁZxcVycy EZcZVyZcZyVyy EZZVyZZyڣVyڣy EZZVyZZy#x#y EZ#ZxZ#ZyÁVy#Vy EZÁZVyZ#ZVyÁx#x EZÁZxZ#ZxÁx#x EZÁZxZ#Zx#ڑx@xEZZxSTRUCTURE NAME#x(yEZZy STRUCTURE NO. #]x@yEZ]Zy   *"xtxEZZ7x ڪyBy Ej j ZZySTATE -ڪyxy Ej j Z-ZySHEET &ڧڪyy Ej j ZZyFEDERAL PROJECT NO._"ڪyھy Ek j ZZy TOTAL SHEETSÁy#y EZ#ZyZÁZyÁڦy#ڦy EZ#ZyZÁZydy;ڔyEZZpyN. J.  1_yڎړyEZ1Zly #ڮcyڸڕyEGGZZpy   B. cTpM ?l~;ȣ?qb? d?@`@?,iˀ@G?J@,ip@ Ԃ?0@-C6*?@|a6@  ???333333?333333?333333???B3TnDj@j@j@j@($@j@$@$@$@$@??@?? ??!*e0e^efbZQeZ0e BDC04MB-01"iwxTTZiZw *;wمoq Z>oZqZoZq"oq>oq Z>oZqZ"oZq%oq>oq Z>oZqZ%oZq'oq>oq Z>oZqZ'oZq*oq>oq Z>oZqZ*oZq-oq>oq Z>oZqZ-oZq0oq>oq Z>oZqZ0oZq3oq>oq Z>oZqZ3oZq5oq>oq Z>oZqZ5oZq8oq>oq Z>oZqZ8oZq;oq>oq Z>oZqZ;oZq>oq>oq Z>oZqZ>oZq>oq>oq Z>oZqZ>oZqnq>oq ZnZqZ>oZq3jqڵpq ZjZqZpZq5mqmMqZmZ qD3iڋpi)r ZiZ)rZiZp3گqڋpگq)r ZqZ)rZqZp3iڢpگqڢp ZiZpZqZp5mڥpmpZmZpB3iڌqi)r ZiZ)rZiZq5eiژqښiqZeiZqET32qڌq2q)r Z2qZ)rZ2qZq5rڛqSrqZrZqET33iڵriڵr ZiZrZ3iZr3i8ri8r ZiZ8rZ3iZ8r3CiڶqCi8r ZCiZ8rZCiZq3Ci8rCiڵr ZCiZrZCiZ8r5 iqEiqbZ6iZqEL3ixix ZiZxZ3iZx5ixxCiکxbZ4iZxxEL3Yhxix ZiZxZYhZx3Yh8ri8r ZiZ8rZYhZ8r3hh8rhhx ZhhZxZhhZ8r5+h'ughDubZXhZ'uA3q.yQq.y ZqZ.yZQqZ.y3Qq.ys.y ZQqZ.yZsZ.y3گquKr~v ZqZuZKrZ~v3Kr~vkr~v ZKrZ~vZkrZ~v3kr~vs~v ZkrZ~vZsZ~v3oqڤw r4x ZoqZwZ rZ4x3 r4xurq Z8uZrqZ>uZEq+uq8urq Z+uZqZ8uZrq5tڱquqZtZqC/23ivگqWyگq ZWyZqZivZqڙwEqڟwrq ZwZrqZwZEqڍwqڙwrq ZwZqZwZrqivڟqivھq ZivZqZivZqivڟqivھq ZivZqZivZq5wڱq!xqZwZqC/23 so shq Z sZhqZ sZorEq#uEq ZrZEqZ#uZEq=uEqڅwEq Z=uZEqZwZEqڅwqڍwEq ZwZEqZwZq#uq+uEq Z#uZEqZ+uZq so{so Z{sZoZ sZo{soWyp Z{sZoZWyZpWypyp ZWyZpZyZp3{s/p{sھq Z{sZ/pZ{sZqj8rjx ZjZxZjZ8rڵp8rڵpx ZpZxZpZ8r3ڜpttNrt ZpZtZNrZtt3iyڴoڢyڴo ZiyZoZyZonEk!pEk ZnZEkZ!pZEknj!pj ZnZjZ!pZj!pj!pPk Z!pZjZ!pZPk!pj8pj Z8pZjZ!pZj!pPk8pPk Z!pZPkZ8pZPknkEklEk ZlZEkZnkZEknkjlj ZlZjZnkZjnkjnkPk ZnkZjZnkZPkVkjnkj ZVkZjZnkZjVkPknkPk ZnkZPkZVkZPkxڐoxڐo ZxZoZxZoxoxo ZxZoZxZoxoxڐo ZxZoZxZocw&ox&o ZcwZ&oZxZ&ocwڄoxڄo ZcwZoZxZotڄoouڄo ZouZoZtZot&oou&o ZouZ&oZtZ&ototڐo ZtZoZtZosoto ZsZoZtZosڐotڐo ZtZoZsZo^kl0pl Z^kZlZ0pZlmlmڝl  ZmZlZmZlWyڳoWyp ZWyZpZWyZo{sڳo{so Z{sZoZ{sZojtkjk ZjZkZjZtkڵptkڵpk ZpZkZpZtk0pk0pl Z0pZlZ0pZkymlڠm7l ZymZlZmZ7lڠm7lڠm%m ZmZ7lZmZ%mm7lm%m ZmZ7lZmZ%mmln7l ZnZlZmZ7l7k7l7k%m Z7kZ7lZ7kZ%m7kl^k7l Z^kZlZ7kZ7lWp7lWp%m ZWpZ7lZWpZ%m0plWp7l Z0pZlZWpZ7l s-pyRp Z sZ-pZyZRpWp8rگq8r ZqZ8rZWpZ8r!oiڜlil/  FXZiZloiڜlilFXZoiZl 34iڗwiڗw ZiZwZ4iZw5!iTvDiړv0 bZ&iZVviTvDiړvbZ5iZUvE/233iڵriڵr ZiZrZ3iZr3CiڵrCi&u ZCiZ&uZCiZr5!isBi%t0 bZ$iZsisBi%tbZ3iZsE/23\jڊq\j)r Z\jZ)rZ\jZq5!%lڟqalq0 Z%lZq%lڟqalqZ%lZqF/232qڊq2q)r Z2qZ)rZ2qZq5!}oڝqڹoq0 Z}oZq}oڝqڹoqZ}oZqF/23iv pUwp ZivZ pZUwZp3ivڳobwڗp ZivZoZbwZp3$wo$w_p Z$wZ_pZ$wZo3$wڵp$wr Z$wZpZ$wZr3$w_p$wڵp Z$wZ_pZ$wZp3iv pچy p ZivZ pZyZ p3ڕy pIz p ZyZ pZIzZ p.ڑu4mrw4m ZuZ4mZrwZ4merynzyn ZerZynZzZyn,0soIs=pFBup!)ZoBsJobZ3sZ>o1,-zoEz pFBup!)Z9zZ p%-zoEz pZ9zZ pZ-zZoZ9zZoZEzZoZ9zZ p,-znFz.oFBup!)Z9zZn%-znFz.oZ9zZnZFzZ.oZ9zZoZ-zZ-oZ9zZn,ځypښy`pFBup!)ZyZp%ځypښy`pZyZpZyZ`pZyZOpZyZ_pZyZp,ځynoښyڴoFBup!)ZyZo%ځynoښyڴoZyZoZyZnoZyZoZyZooZyZo,wڵp1wpFBup!)Z$wZp%wڵp1wpZ$wZpZ1wZpZ$wZpZwZpZ$wZp,wp0w_pFBup!)Z$wZ_p%wp0w_pZ$wZ_pZwZpZ$wZ*pZ0wZpZ$wZ_p5vqwڵrbZ wZqT @ C5vr&wrbZwZr25vڥr*wںrbZwZrL,{sڢqsڻqFBup!Z{sZq%{sڢqsڻqZ{sZqZsZqZsZqZsZqZ{sZq,#vڣqivڻqFBup!))ZivZq%#vڣqivڻqZivZqZ#vZqZ4vZqZ$vZqZivZq,ivڢqڮvڻqFBup!ZivZq%ivڢqڮvڻqZivZqZvZqZvZqZvZqZivZq,yڣqWyڻqFBup!))ZWyZq%yڣqWyڻqZWyZqZyZqZ"yZqZyZqZWyZq,#v riv9rFBup!))ZivZ,r%#v riv9rZivZ,rZ#vZ9rZ4vZ,rZ$vZ rZivZ,r.mini ZmZiZnZi5!ځh.i kڜi\ ZiZei(ځh`i kڜiZhZoiPOLYETHER URETHANE DISC `i.i.jjiZ`iZ=iDU X TUE,lpj&mڨjFBup!9Z&mZj%lpj&mڨjZ&mZjZlZjZmZjZlZpjZ&mZjmKjm n  ZmZ nZmZKj2qڃi2qbl  Z2qZblZ2qZi qKj qڨj  Z qZjZ qZKjqKjqڨj  ZqZjZqZKjYqKjYqڨj  ZYqZjZYqZKjQqKjQqڨj  ZQqZjZQqZKj,jڃmkڙmFBup!ZjZm%jڃmkڙmZjZmZkZmZkZmZkZmZjZm,ڈmڄmmڛmFBup!JJZmZm%ڈmڄmmڛmZmZmZmZmZmZmZmZmZmZm,mڃmnڙmFBup!ZmZm%mڃmnڙmZmZmZnZmZmZmZnZmZmZm,vpڄmڵpڛmFBup!JJZpZm%vpڄmڵpڛmZpZmZvpZmZpZmZvpZmZpZmڍmڋjڍmk  ZmZkZmZjڍmknk  ZmZkZnZknڋjnk  ZnZkZnZj nKj nj  Z nZjZ nZKjڅmKjڅmj  ZmZjZmZKjڍmڋjnڋj  ZmZjZnZj,2qIlqq_lF Bup!Z2qZUl%2qIlqq_lZ2qZUlZqqZIlZaqZUlZqqZ_lZ2qZUl,ڐqڨjکqjF Bup!I3ZqZj%ڐqڨjکqjZqZjZqZjZqZjZqZjZqZjڮh:jlt:j ZhZ:jZltZ:j5!ڸqEk?sڳkX Z|rZ|k#ڸqwk?sڳkZqZk MASONRY PLATE!qEksځkZqZTk TM X A X B,r j/rKjF Bup!JZ$rZKj%r j/rKjZ$rZKjZrZ jZ$rZjZ/rZ jZ$rZKj,rڨj0rjF Bup!JZ$rZj%rڨj0rjZ$rZjZ0rZjZ$rZjZrZjZ$rZj3iii:j ZiZiZiZ:j3i:jiKj ZiZ:jZiZKj3iKjiڵj ZiZKjZiZj,ڼiKjiڊjFBup!JZiZKj%ڼiKjiڊjZiZKjZiZjZiZyjZiZjZiZKj,ڻiii:jFBup!JZiZ:j%ڻiii:jZiZ:jZiZiZiZ jZiZiZiZ:j3ڰgڵjiڵj ZiZjZgZjڞiKjiKj ZiZKjZiZKjiKjگqKj ZiZKjZqZKj5#nm8n3nZ#nZnL,mmnnFBup!ZmZm%mmnnZmZmZnZmZmZmZnZnZmZm" min}i@@Z mZ5i SECTION F-F"ڕu.mcwڎm@@ZuZFm SECTION E-E5!yq$lsڒl[ Z>rZ[l#yqVlsڒlZyqZel C ANCHOR BOLT.$ڑq$lr`lZqZ3lDIA. DAB (TYP.)5ڇqIlڜqڅlZqZXlL5ھg>pCh>p ZgZ>pZChZ>ph&urs&u  ZhZ&uZrsZ&umچqmWy  ZmZWyZmZq.jn#qn ZjZnZ#qZn3ڵpڹqڵp)r ZpZ)rZpZq3ڵppڵpxq ZpZxqZpZp,jqkqFBup!ZjZq%jqkqZjZqZkZqZkZqZkZqZjZq,vpqڵpqFBup!JJZpZq%vpqڵpqZpZqZvpZqZpZqZvpZqZpZq,iږpjڭpFBup!ZiZp%iږpjڭpZiZpZjZpZjZpZjZpZiZp,pqژpگqڮpFBup!JJZqZp%pqژpگqڮpZqZpZpqZpZqZpZpqZpZqZp,pڐq2qڦqFBup!JJZ2qZq%pڐq2qڦqZ2qZqZpZqZqZqZpZqZ2qZq,mڎqnڥqFBup!ZmZq%mڎqnڥqZmZqZnZqZmZqZnZqZmZq,ڈmڐqmڦqFBup!JJZmZq%ڈmڐqmڦqZmZqZmZqZmZqZmZqZmZq,\jڎqڛjڥqFBup!Z\jZq%\jڎqڛjڥqZ\jZqZjZqZjZqZjZqZ\jZq3_iښqiښq Z_iZqZiZq3iښqmښq ZiZqZmZq3mښqگqښq ZmZqZqZq3گqښqRrښq ZqZqZRrZq,ڠiڐqiڦqFBup!JJZiZq%ڠiڐqiڦqZiZqZiZqZiZqZiZqZiZq,گqڎqqڥqFBup!ZqZq%گqڎqqڥqZqZqZqZqZqZqZqZqZqZqkwrwpwr  ZkZwrZwpZwrVkڵrwpڵr  ZVkZrZwpZrVkwrVkڗw  ZVkZwZVkZwrkwrkw  ZkZwZkZwr8pڵr8pw  Z8pZrZ8pZwwpwrwpw  ZwpZwrZwpZwژmrژm,t  ZmZ,tZmZrڍmrnr  ZmZrZnZrmrm,t  ZmZ,tZmZrnڵrnr  ZnZrZnZrڍmڵrڍmr  ZmZrZmZr,^h8rthwrFBup!JZhhZ8r%^h8rthwrZhhZ8rZthZwrZhhZgrZ^hZwrZhhZ8r,\hwshxFBup!JZhhZx%\hwshxZhhZxZ\hZwZhhZwZshZwZhhZx,hwhxFBup!JZhZx%hwhxZhZxZhZwZhZwZhZwZhZx,h8rhwrFBup!JZhZ8r%h8rhwrZhZ8rZhZwrZhZgrZhZwrZhZ8r\j8r\jx  Z\jZxZ\jZ8riڵrjڵr  ZjZrZiZriڗwjڗw  ZjZwZiZw,8iXwNiڗwFBup!JZDiZw%8iXwNiڗwZDiZwZ8iZXwZDiZiwZNiZXwZDiZw,9i&uPieuFBup!JZDiZ&u%9i&uPieuZDiZ&uZPiZeuZDiZUuZ9iZeuZDiZ&u,7itMi&uFBup!JZCiZ&u%7itMi&uZCiZ&uZ7iZtZCiZtZMiZtZCiZ&u,8iڵrOirFBup!JZCiZr%8iڵrOirZCiZrZOiZrZCiZrZ8iZrZCiZr,7iqMi8rFBup!JZCiZ8r%7iqMi8rZCiZ8rZ7iZqZCiZ rZMiZqZCiZ8rnktnkau  ZnkZauZnkZtnkUulUu  ZlZUuZnkZUuVkaunkau  ZVkZauZnkZaunktlt  ZlZtZnkZtVktnkt  ZnkZtZVkZtl,tl v  ZlZ,tZlZ v"l;tڱnv jD`jD`O۬4ONLPEl vn v  ZnZ vZlZ vm vmڀw  ZmZ vZmZwژm vژmڀw  ZmZ vZmZwn,tn v  ZnZ vZnZ,tnt!pt  ZnZtZ!pZtnUu!pUu  ZnZUuZ!pZUu!pt!pau  Z!pZauZ!pZt!pt8pt  Z!pZtZ8pZt!pau8pau  Z8pZauZ!pZaul,tn,t  ZnZ,tZlZ,tڍmڀwnڀw  ZmZwZnZwڍmڀwڍmڗw  ZmZwZmZwkڗw8pڗw  Z8pZwZkZwnڀwnڗw  ZnZwZnZwkwwpw  ZwpZwZkZw7kxWpx  ZWpZxZ7kZxږpڵrگqڵr  ZpZrZqZr2q8r2qx  Z2qZxZ2qZ8r,ڜptptFBup!@[E@ZpZt%ڜptptZpZtZpZtZpZtZpZtZpZt,گquq#vFBup!XI&XZqZu%گquq#vZqZuZqZvZqZvZqZ#vZqZu,{nڽuںnuFBup!%kB8%kZ{nZu%{nڽuںnuZ{nZuZnZuZnZuZnZuZ{nZu5!rv|sZwT ZrZ#w#rw|sZwZrZ-w PTFE DIAMETERڰrvr(wZrZvDP,oqڤwڦqwFBup!\/Nѱ\ZoqZw%oqڤwڦqwZoqZwZqZwZqZwZqZwZoqZw,WpxڃpVxFBup! e* eZWpZx%WpxڃpVxZWpZxZpZJxZppZBxZppZVxZWpZx5!rwskxV ZrZ4x$r/xskxZrZ>xANCHOR BOLT DIA.rws9xZrZ xDABH5!qxsey] ZqZ.y%q)yseyZqZ8yBEVELED SOLE PLATE$qxr3yZqZyT TO T x C x D5*qx6q yZ*qZx15qxq yZqZx35"&lyYmLyZ&lZy C OF GIRDERR3lymy ZlZyZmZy,ڈmxmyFBup!JJZmZy%ڈmxmyZmZyZmZyZmZyZmZxZmZy5/lyDlAyZ/lZyL3DixDiڰx ZDiZxZDiZx3Di&uDix ZDiZxZDiZ&u,9ixPiSxFBup!JZDiZx%9ixPiSxZDiZxZPiZSxZDiZCxZ9iZSxZDiZx5ڊi;sڠiwsZiZJsF5oq)o-rZoZrE5ru%r[uZrZ.uLnGhxGh ZnZGhZxZGhrwfrwig ZrwZfZrwZig!vf!vg Z!vZfZ!vZgtftڒg ZtZfZtZgTufTuڒg ZTuZfZTuZgکvfکvڒg ZvZfZvZgwfwڒg ZwZfZwZgxfxGh ZxZfZxZGhnfnGh ZnZfZnZGhofog ZoZfZoZgspfspg ZspZfZspZgTqfTqg ZTqZfZTqZg@rf@rg Z@rZfZ@rZgLsfLsڒg ZLsZfZLsZg5"vڟgwg hZvZg ANCHOR BOLTSngxg ZnZgZxZgwfwڒg ZwZfZwZg7,tqgڡu6hZtqZgSEISMIC ISOLATION BEARING TABLE5[ncgڵnړgZ[nZogTYPE53pjgCpښgZ3pZvg25![qڌg*rgU ZqZg![qڸg*rgZ[qZg POLYETHER gqڌg rڼgZgqZgURETHANEqfqڒg ZqZfZqZgTqڒgxڒg ZTqZgZxZg5!rڡgڪsgZrZg SOLE PLATErfrڒg ZrZfZrZg5!iseg+tڕgZisZqg THICKNESSڍsfڍsig ZsZfZsZigsfsig ZsZfZsZigEtfEtg ZEtZfZEtZg5s6gsfgZsZBg25rs.g{s^gZrsZ:g15t3g.tcgZtZ?g35#ڛtڡgugZtZg MASONRY PLATE5!,vgڡv{gR ZfvZMg,vKgڡv{gZ,vZWgNO. OF.vgڟvOgZ.vZ+gBOLTSF5! wdgwڔgZ wZpg EDGE DIST.ڜvڍjhxڍj ZvZjZhxZj5(?xfmzڢmZ?xZumCONCRETE BEARING SURFACE5%ڝvډjtxjZvZjNOTE TO DESIGNER:5"nnKo@nZnZn C OF GIRDERLsigEtig ZLsZigZEtZigwigwig ZwZigZwZignbxNobx ZNoZbxZnZbxNowNobx ZNoZwZNoZbxobx(oxx Z(oZxxZoZbxobx#owx Z#oZwxZoZbx obxoux ZoZuxZ oZbx obxosx ZoZsxZ oZbxobxoqx ZoZqxZoZbxobxoox ZoZoxZoZbxobx omx Z oZmxZoZbxnbxolx ZoZlxZnZbxnbxojx ZoZjxZnZbxnbxnhx ZnZhxZnZbxnbxnfx ZnZfxZnZbxnbxndx ZnZdxZnZbxnbxnbx ZnZbxZnZbxobx,ozx Z,oZzxZoZbxobx1o|x Z1oZ|xZoZbxobx5o~x Z5oZ~xZoZbxobx:oڀx Z:oZxZoZbxobx>oځx Z>oZxZoZbx"obx>ox Z>oZxZ"oZbx%obx>o|x Z>oZ|xZ%oZbx'obx>oyx Z>oZyxZ'oZbx*obx>ovx Z>oZvxZ*oZbx-obx>osx Z>oZsxZ-oZbx0obx>oqx Z>oZqxZ0oZbx3obx>onx Z>oZnxZ3oZbx5obx>okx Z>oZkxZ5oZbx8obx>ohx Z>oZhxZ8oZbx;obx>ofx Z>oZfxZ;oZbx>obx>ocx Z>oZcxZ>oZbx>obx>oڂx Z>oZxZ>oZbxnbx>oڂx ZnZbxZ>oZx5o!x'o]xZoZ0xEڷq2s$r2s ZqZ2sZ$rZ2s$r2s$rڐs Z$rZ2sZ$rZs$rBsCrڐs Z$rZsZCrZBs$rBsCrBs ZCrZBsZ$rZBs$rYs:ros Z:rZYsZ$rZos$r]s8rrs Z8rZ]sZ$rZrs$rbs6rts Z6rZbsZ$rZts$rfs5rws Z5rZfsZ$rZws$rks3rzs Z3rZksZ$rZzs$rps1r}s Z1rZpsZ$rZ}s$rts/rs Z/rZtsZ$rZs$rys-rڂs Z-rZysZ$rZs$r}s+rڅs Z+rZ}sZ$rZs$rڂs*rڈs Z*rZsZ$rZs$rڇs(rڊs Z(rZsZ$rZs$rڋs&rڍs Z&rZsZ$rZs$rڐs$rڐs Z$rZsZ$rZs$rTsris Z>rZOsZ$rZis$rKs@rfs Z@rZKsZ$rZfs$rFsArds ZArZFsZ$rZds$rBsCras ZCrZBsZ$rZas$rBs@r^s Z@rZBsZ$rZ^s$rBs=r[s Z=rZBsZ$rZ[s$rBs;rYs Z;rZBsZ$rZYs$rBs8rVs Z8rZBsZ$rZVs$rBs5rSs Z5rZBsZ$rZSs$rBs2rPs Z2rZBsZ$rZPs$rBs0rNs Z0rZBsZ$rZNs$rBs-rKs Z-rZBsZ$rZKs$rBs*rHs Z*rZBsZ$rZHs$rBs'rEs Z'rZBsZ$rZEs$rBs%rCs Z%rZBsZ$rZCs5q;s rwsZqZJsF5"r,uYshuZrZ;u C OF BEARING3yڄm6{n Z6{ZmZyZn3yynyn ZyZnZyZyn,yynyڴnFBup!.Z$.ZZyZyn%yynyڴnZyZynZyZnZyZnZyZnZyZyn5(rijڗuڥjZrZxjCONCRETE BEARING SURFACE3ڧrڄjrڄj ZrZjZrZj3xr:jڧrڄj ZrZjZxrZ:j,xr:jڤrtjFBup!.Z$.ZZxrZ:j%xr:jڤrtjZxrZ:jZrZhjZrZajZrZtjZxrZ:jJs^gtngZtZJgTsg,tBgZsZg(IN)5!Jt gtڕgp$ ZtZQgJtegtڕgZJtZqgLENGTHڂt9gڙtigZtZEgAtt gڨt=gZttZg(IN)5!t gLuڕgp% ZuZQgtegLuڕgZtZqgWIDTH u9guigZ uZEgBt g/u=gZtZg(IN)5!Xu gvڕgr& ZuZQg!XuegvڕgZXuZqg THICKNESSڡu9guigZuZEgTMڟu gu=gZuZg(IN)5!ڷvgvږgp' ZvZRgںvfgvږgZvZrgDIA.ڷv:gvjgZvZFgDAB.vgv>gZvZg(IN)5!wgPwngO( Z6wZ@g!w>gKwngZ!wZJgETwgPwBgZwZg(IN)5!ڌwgwngO) ZwZ@gړw>gڹwngZwZJgELڌwgwBgZwZg(IN)5!wgڽxږgu* ZWxZRg"wfgڽxږgZwZrg MIN. EMBED.x:gڏxjgZxZFgDEPTHE=xgqx>gZ=xZg(IN)ngxg ZnZgZxZgnڹfxڹf ZnZfZxZfndfxdf ZnZdfZxZdfnfxf ZnZfZxZf/jnq2o!@@ZjZn%PLAN VIEW - SEISMIC ISOLATION BEARING3 jkjڞm ZjZkZjZmQ3 jpjxq ZjZpZjZxqQ3 jڹqj)r ZjZqZjZ)rQ{jڟi{jKj Z{jZiZ{jZKj=jڟi=jKj Z=jZKjZ=jZiLjikji ZLjZiZkjZiDjisji ZDjZiZsjZiLjikji ZLjZiZkjZiDjisji ZDjZiZsjZiLjھikjھi ZLjZiZkjZiDjڶisjڶi ZDjZiZsjZiLjڮikjڮi ZLjZiZkjZiDjڧisjڧi ZDjZiZsjZi=jڟi{jڟi Z=jZiZ{jZi{jj{jj Z{jZjZ{jZj=jj=jj Z=jZjZ=jZjDjisji ZDjZiZsjZiLjikji ZLjZiZkjZiDjisji ZDjZiZsjZiDjjsjj ZDjZjZsjZjLjikji ZLjZiZkjZiLj jkj j ZLjZ jZkjZ jDjjsjj ZDjZjZsjZjLjjkjj ZLjZjZkjZjDj$jsj$j ZDjZ$jZsjZ$jLj+jkj+j ZLjZ+jZkjZ+jDj3jsj3j ZDjZ3jZsjZ3jLj;jkj;j ZLjZ;jZkjZ;jDjCjsjCj ZDjZCjZsjZCj&jjڒjj ZjZjZ&jZjjڰjښjڰj ZjZjZjZj&jڰj&jj Z&jZjZ&jZjAjڰjAjj ZAjZjZAjZjjڨjjڰj ZjZjZjZjwjڰjwjj ZwjZjZwjZjڒjڰjڒjj ZjZjZjZjښjڨjښjڰj ZjZjZjZjDjjsjj ZDjZjZsjZjLjjkjj ZLjZjZkjZjDjjsjj ZDjZjZsjZjDjksjk ZDjZkZsjZk=jjDjk Z=jZjZDjZksjj{jk ZsjZkZ{jZjڃjKjڃjڨj  ZjZjZjZKj{jKj{jڨj  Z{jZjZ{jZKj5jKj5jڨj  Z5jZjZ5jZKj=jKj=jڨj  Z=jZjZ=jZKj\jڃi\jbl  Z\jZblZ\jZi5ڽt!rt]rZtZ0rL5"ڱt0rvlrZtZ?r C OF BEARING5{l{lZ{Zl5rr r~r\rZrrZ/r15/s rCs\rZ/sZ/r33tir=tir Z=tZirZtZir3^rirtir ZtZirZ^rZir5!Sr1r:tڟrY+ ZGsZhr!ںrcrsڟrZrZrr SOLE PLATE$Sr1r:tmrZSrZ@rT TO T X C X D,uo#u(pFBup!*Z#uZo%uo#u(pZ#uZoZuZ(pZuZpZuZpZ#uZo3 ڇto#uښq Z#uZoZtZqQ>4l3 =tqytir ZytZqZ=tZirQٙ(ƄVi#Vi ZƄZViZ#ZVi( DŽiDŽVi ZDŽZiZDŽZViQNr=s=5!i߅WiZZ*i BDC04MB-01'i#i ZZiZ#Zi7!ڢ}vڞx, 4ppZ}Zw%ڢ}wxppZ}ZwNOTE TO DESIGNER: ڢ}ڙwں}wppZ}Zw 6ڢ}[wڞڣw(ppZ}Zmw4THIS SHEET IS NOT TO BE PLACED INTO THE CONTRACT SET5ڢ}w܃ew'ppZ}Z/w2OF PLANS AS IS. HOWEVER, INDIVIDUAL DETAILS MAY BE-ڢ}v'wppZ}Zv!UTILIZED FOR SHOP DRAWING REVIEW.A5!ڛ{ڥjگu 9- VZ{Z;pDڛ{ڕuu6Z{ZuO1. SEISMIC ISOLATION BEARINGS SHALL BE DESIGNED IN CONFORMANCE WITH THE AASHTOBڛ{cuڊڟu4Z{ZruK GUIDE SPECIFICATIONS FOR SIESMIC ISOLATION DESIGN, AND THE CURRENT NJDOTS@ڛ{1uکmu2Z{Z@uH STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION WITH CURRENT?ڛ{t;u1Z{ZuF SUPPLEMENTAL SPECIFICATIONS, AS MODIFIED BY THE SPECIAL PROVISIONS.ڛ{tگ{ uZ{Zt Aڛ{ڛt~t3Z{ZtI2. ALL STEEL PLATES SHALL CONFORM TO AASHTO M270 GR. 50 EXCEPT AS NOTED.Oڛ{itگ{ڥtZ{Zxt Cڛ{7tst5Z{ZFtM3. ALL STEEL PLATES SHALL CONFORM TO THE FLATNESS REQUIREMENTS OF THE AASHTOT<ڛ{tAt.Z{Zt@ STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES DIV. II, SEC. 18.ڛ{sگ{tZ{Zs Dڛ{ڡsڈs6Z{ZsO4. ANCHOR BOLTS SHALL CONFORM TO ASTM A449, THE HEX NUTS SHALL CONFORM TO ASTMCڛ{osګs5Z{Z~sM A563, AND THE FLAT WASHERS SHALL CONFORM TO ASTM F436. THE BOLTS, NUTS ANDTDڛ{=s#ys6Z{ZLsO WASHERS SHALL BE HOT-DIP GALVANIZED PER ASTM A153 (AASHTO M232). FOR DETAILS8ڛ{ slGs*Z{Zs7 OF ANCHOR BOLTS SEE STANDARD PLATES 2.5-1 AND 2.5-2.Aڛ{rگ{sZ{Zr Bڛ{ڧrr4Z{ZrL5. ANCHOR BOLT PLATE WASHERS SHALL CONFORM TO AASHTO M270 GR. 36 OR 50, AND/ڛ{urڠڱr!Z{Zr% SHALL BE GALVANIZED PER ASTM A123.Oڛ{Crگ{rZ{ZRr Aڛ{rڹMr3Z{Z rI6. THE POLYETHER ELEMENT SHALL BE IN ACCORDANCE WITH THE AASHTO STANDARDA8ڛ{qr*Z{Zq7 SPECIFICATIONS FOR HIGHWAY BRIDGES DIV. II, SEC. 18.Hڛ{ڭqگ{qZ{Zq Eڛ{{q8ڷq7Z{ZqQ7. PTFE IS TO BE VIRGIN, AND ETCHED ON ONE SIDE FOR BONDING INTO MACHINED RECESSAڛ{Iqڋڅq3Z{ZXqI THE MAXIMUM COEFFICIENT OF FRICTION SHALL NOT EXCEED THE DESIGN VALUE.Dڛ{qگ{SqZ{Z&q Dڛ{pۃ!q6Z{ZpO8. THE STAINLESS STEEL SHEET SHALL CONFORM TO ASTM A240, TYPE 316, SHALL BE 12SCڛ{ڳpڶp5Z{ZpM GAUGE AND SHALL RECEIVE A NO. 8 BRIGHT MIRROR FINISH AS PER SPECIFICATION.1ڛ{ځpگ{ڽpZ{Zp Eڛ{OpSڋp7Z{Z^pR9. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH ANSI/AASHTO/ AWS D1.5 BRIDGE$ڛ{pa}YpZ{Z,p WELDING CODE.ڛ{oگ{'pZ{Zo Eڛ{ڹo-o7Z{ZoQ10. ORIENTATION, MODEL, LOCATION AND DATE OF FABRICATION IS TO BE MARKED ON EACHE7ڛ{ڇomo)Z{Zo5 INDIVIDUAL BEARING AND ALSO ON THE SHOP DRAWINGS.Tڛ{Uoگ{ڑoZ{Zdo Dڛ{#oe_o6Z{Z2oP11. PTFE AND STAINLESS STEEL SURFACES SHALL BE PROTECTED FROM DAMAGE AS WELL ASDڛ{n6-o6Z{ZoO AIRBORN DEBRIS AND CONTAMINANTS AT ALL TIMES PRIOR TO FINAL ASSEMBLY. THESESEڛ{ڿnښn7Z{ZnQ SURFACES SHALL BE INSPECTED FOR SUCH DAMAGE AND DEBRIS BEFORE FINAL ASSEMBLY.Eڛ{ڍnگ{nZ{Zn Gڛ{[nڒڗn9Z{ZjnV12. COMPLETED BEARINGS SHALL BE INDIVIDUALLY STEEL BANDED FOR SHIPPING AND HANDLING. ڛ{)nگ{enZ{Z8n @ڛ{mک3n2Z{ZnG13. BEARINGS SHALL BE STORED IN A CLEAN, DRY, LEVEL, UPRIGHT POSITION. ڛ{mگ{nZ{Zm Cڛ{ړm7m5Z{ZmN14. TESTING SHALL BE CONDUCTED AS PER THE REQUIREMENTS OF THE AASHTO STANDARD8ڛ{amڝm*Z{Zpm8 SPECIFICATIONS FOR HIGHWAY BRIDGES DIV. II, SEC. 18.ڛ{/mگ{kmZ{Z>m Dڛ{l(9m6Z{Z mO15. AT NO TIME, MAY ANY BEARING BE DISASSEMBLED WITHOUT AUTHORIZATION FROM THED)ڛ{ld~mZ{Zl BEARING MANUFACTURER.Bڛ{ڙlگ{lZ{Zl Eڛ{gl=ڣl7Z{ZvlQ16. ALL MILL SCALE TO BE REMOVED FROM BEARING PLATES VIA SANDBLASTING (SSPC-SP6)Iڛ{5lگ{qlZ{ZDl Fڛ{lگ?l8Z{ZlS17. CONTRACTOR IS TO ADJUST BEARING SEAT ELEVATIONS TO ACCOMODATE FINISHED BEARINGG"ڛ{kں| lZ{Zk HEIGHT.Cڛ{ڟkگ{kZ{Zk Fڛ{mk}کk8Z{Z|kT18. THE FURNISHING OF SEISMIC ISOLATION BEARINGS SHALL CONFORM TO THE PROVISIONS OF7ڛ{;k1wk)Z{ZJk5 SUBSECTION 503.08 OF THE STANDARD SPECIFICATIONS.Lڛ{ kگ{EkZ{Zk Fڛ{j k8Z{ZjS19. THE DESIGNER SHALL REFERENCE THE CRITERIA OF SUBSECTION 1.24.20 OF THE BRIDGESF<ڛ{ڥjځj.Z{Zj? AND STRUCTURES DESIGN MANUAL FOR SUBMISSION OF FINAL PLANS.2 ZxBZwZxBZw!xBwڑBw ZxBZwZBZw7#ړGqjIj@@ZGZj BEARING TABLE 5!|HBj]IrjZ|HZNj MASONRY | 5"JK?jiLojZJKZKj ANCHOR BOLTSCڟxCx ZCZxZCZxCbxCڏx ZCZbxZCZxCڂw