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NOTES AND SPECIFICATIONS <br /> (MPLY UNLESS OTHERWISE NOiID ON PERMR DRAWING) <br /> CODE — 1997 UNIFORM BUILDING CODE. <br /> DESIGN WIND LOAD — 30 PSF <br /> DESIGN LIVE LOAD — (2-0' FRONT AUVNTENANCE P(ATFORM) 20 PSF OR 800 LBS CONC. LOAD <br /> DE51GN 7EAD LOAD — REGULAR SIGN PANELS — 2.5 PSF. <br /> STEEL — ROLLED SECTIONS — ASTA1 A-36 <br /> PIPE SECTIONS — ASfAI A-53 B OR A 252 GR 2, OR API — 5LX <br /> NJ. STRUCiIIRAL STEEL SHALL BE FABRICATED AND ERECiF.fl ACCnRDI�'G TO !.P1EST NSC SPECIFlC.AnONS AN� SiAN[?.dRp <br /> PfWCTICE <br /> CONCREfE — I�IN. COMPRESSNE STRENGiH OF Pc = 3000 PSI 0 28 DAYS (150 PC� 4' SLUMP (MAX.) FOOi1NG <br /> DESIGN &ISED ON f'c = 2500 ?SI. <br /> REINFORCEMENT — WEIDED N7RE FABRIC 4X4—W4XW4 PER ASfM A185 OR A497. <br /> WEIDING RODS — ASTA1 A-233 E-70 SERIES LOW NYDROGEN. <br /> WELDING PROCEDURE AND MATERWS SHALL CO�IPLY WffN AMERICAN WELDING SOCIEfY STANDARDS. <br /> BOLiS — N.L REGULAR SHALL CONFORM TO /5TA1 A-307 HIGH SfRENG1H BOLTS SHALL CONFORM TO ASTM A-325. � <br /> IN BEARING IYPE CONNEC'fIONS WHE4 TREADS ARE NOT REQUIRED BY DESIGN TO BE IXCLUDED FROM THE SHEAR PLAN <br /> OR WORKING IN TENSION, INSPEC110N PRIOR TO OR DU�ING INSfALU�iION WILL NOT BE REQUIRED. TIGHTEN BOLTS PER i <br /> NSC NRN OF THE YUT MEfHOD (1/3 OF A NRN PhST A SNUG T1GHf CONDmON). ' <br /> CUBE COLUMN FOOi1NG -- EMBEDMENT DEFfH FOR FOOTING DO NOi APPLY TO LOCAiIONS WHERE WALLS OF 1HE HOLE <br /> WILL NOT STAND WffHOUT SUPPLEMEN�AL SUPPORf, Oft WHERE UNCOMPACTED FlLL OR ORGANIC FlLL IXISfS. DESIGN <br /> LATERAL SOIL PRESSURE P�Z UBC TAHLE 18—I—R IS ,WU PSF/Ff (SOIL CIASS 3 — iYPE SANDY GRAVEL). ALLOWABLE <br /> IAiER4L SOIL PRESSURE HAS A FACTOR OF 2. <br /> EXTENG COLUMN PIPE TO BOTfOM OF FQOIING (3' CONCRETE COVER REq'D). <br /> 1HE ERECTOR SWILL VERIFY ALL DIMENSIONS AND CQ!iDfTIONS IN iHE FlELD BEFORE ERECiION AND NO11FY ENGINEER OF <br /> ANY DISCREPANCIES. ERECTORS SHALL NO11fY ENGItiEER IF SiRUCTURE IS LOCAlED NEAR BUILDINGS. I <br /> I <br /> THE ABOVE NOiES AND SPECIFlCATIONS SHALL MEEf OR IXCEED ALL SfAiE AND LOCAL CODE REQUIREMENiS BEFORE j <br /> ERECTION. i <br /> iHE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION UR ERECiION OF THIS STRUCiURE <br /> I <br /> �/7 <br />