Laserfiche WebLink
� —— <br /> . 4 ` . <br /> Nslson�rhurd+fu�a1?22Z7.pd} 1 ot 1 <br /> �xPOSUR� � c <br /> 1NINU V�LO►CITY' = 140 PH <br /> VELOCI7'Y PRESSURE= G.25 P�F <br /> � Stru#ural R+equlrementse <br /> A. Plates,roiled shapes and bars shall be ASTM 35, or equ8� <br /> 8. St�ndard pipe sha�i�ASTMI A53,grade E3 Qr u�) (Fy= 35 K5I) <br /> G. Structural tubtng shail be ASTM A5ttD� Grade ar eqvai (fy = 46 K52) <br /> D.Al)bo!#eci connections s�►all be made w+th A A3Z5 balt or equal. <br /> E.All anchors botts shail be ASTM A3D7 or equal(#tat and loCt�was�ers afi nut) <br /> F Al) weids shall be made wlth�70XX elettrodes or�qual <br /> G.A�t struttural steeE shati be shop prime coeted wtt,t�a rust inhlbitive prlrt�er <br /> and finish paiated as approved by owner. <br /> Surface preparation ln accord�nce with the rn nuFacturer retommendatJons. <br /> Fi. Steel�vlurnns� pE�te and bolts subj�ct to dire contact with earih shalt be <br /> laltumastic or(equal)coated{if not subjeck to unlight]and <br /> carbam�stk{ar equa!)rnated(!f$ub9ect ta s n!lght} <br /> in aceordance with the manufactur�rs's reco mendatlons, <br /> I. Field connectians and d�maged ar abtaded ar as of protec#ive coating <br /> shall be touch-up patnLed wlth compatible ma al. <br /> ]. The deslgn wind speed is 3.44 m�h per ASCE -02 with"C"exposure resulting <br /> �n a des�gn pre5sure t�f 47.3 PSF at the dessgn teti height <br /> abave gr�de AS PEit�BCS Z612.1.2. <br /> K. FBC 310�i Signs sha11 be destgned and mai tatned in a+ccordance with code, <br /> FBC 162C3 tnstallatic�n of Signs ar�d their desl n shall withstand t�e toa�ls <br /> (�dic8ted In ChBpter 16 Hvhx&Section 5 AS E? <br /> 4.Ali field uvelds�hal!camply with AV1►S code fo prtaceduies,appsarance and <br /> quality of welds. Ail wetders�nd welding proc ss qualified in accordance witit <br /> AWS Standard Qualificz�tton Procedures. <br /> C�i.7tae e{ectc�cal instaftat3on shall be in ccrmpl3ci ce with th�Natio�l flectt�ic Coc�e <br /> {t��c zaosy.Graunding and Bonding AS PER EC 250 600-7.7 <br /> N.Ai4 contxete shall be a minfmum campressiv strength at 28 days of�OUD P�f <br /> O.Alt�etrtforced steel sMall have a rnintmum yi d strength of 60,OOti PSI and <br /> cc►nform to A57MA615.AU relnforcement ste 1 shall be�r�stalled in ac+cordance - <br /> wlih ACI-318-f�2 witls�minimum cancrete er of 3 inches when concrete <br /> Is Cdst�gainst�2arth, <br /> P.The deslgn wlnd speed 3s 14tI MPH pe�ASC� -02 wlth"C"exposure result�ng <br /> in a deslgn pr�5sure af 47.3 PSF at the desi nated height ab�ve grade. <br /> 1 of I �/9/201414:55 AM <br />