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NOTES AND SPECIFICATIONS <br /> (APPLY UNLE55 OTHERWISE NOTED ON PERMIT DRAWING) <br /> CODE - 2006 IN7ERNATIONAL BURDING CODE. <br /> DESIGN WIND LOAD - 30 PSF (90 A1PH WIND SPEED, EXP. �C') <br /> SpSAIIC DESIGN GTECORY b' <br /> DESIGN LNE LOAD - (2' WIDE FRONT AWN�ENANCE PIATFORAI) <br /> 25 PSF OR 800 LBS CONC. LOAD. <br /> DESIGN DEAD LOAD - (SIGN FACES) -- 2.5 PSF � <br /> STEEI - RO:LED SECTIONS - ASTA1 A-36 � <br /> PIPE SEC110N5 - ASiAI A-53 8 OR A 252 GO 2, OR MI - LX . <br /> ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO <br /> IATEST ASIC SPECIFICATIONS ANO STMlDPRD PRACnCE <br /> CONCRETE - MIN. COMPRESSIVE S7RENGTH OF f'c =.3000 P51 0 28 DAYS (150 PC) <br /> 4' SLUMP (MR%.) FOOTING DESIGN &SED ON fc = 2500 PSI. <br /> REWFORCEMEM - WEIDED WIRE FABRIC 4x4-W4zW4 PER ASTM A185 OR A497. <br /> WEIDING RODS �--ASTM-A-233 E-70 SERIES lOW NYDROGEN. � <br /> WELDING MATERNLS AND PROCEWRE COMPLY WITH AMERICAN N'ELDING <br /> SOCIEfY STANDAROS. . � <br /> 80LT5 - All RECUUR BOLTS SIWl CONFORM TO AS7A1 A-307. HIGH STRENCTH <br /> BOLTS SHALL CONFORM TO ASTM A-325. IN BEARING IYPE CONNECTK)N WHEN <br /> TREADS ME NOT REOUIRED 8Y DESIGN TO BE IXCLUOED FROM THE SHFM <br /> PIAN OR WORKING IN TENSION, INSPECTION PRIOR TO Mt DURI.NG <br /> � INSTALLATION �5 NOT REOU�REO. TIGHfEN BOL75 PER NSC iURN OF iHE NUT <br /> AIEfHOD (1/3 OF A TURN PAST A SNUC TIGHT CONDIFION). <br /> RWND OR CUBE COLUMN FOOTING �- EMBWMENT DEPTHS fOR FWTINGS DR <br /> N0T APPLY W LOCATIONS WHERE WALLS OF THE HOLE WILL NOT STMlD WIfF10UT <br /> SUPPLEMENTAL SUPPORT, OR WHERE UNC04PACT€D fllL OR ORGMlIC FlLL <br /> EXISTS. DESIGN UIERAL SOIL PRESSURE PER I.B.C. IBC TABLE 1804.2 IS <br /> �OOPSF/FT (SOIL CLASS 3 - SANDY GRAVEL). VERIFY SOIL TYPE DURING <br /> E%CAVATION. NOTIFY ENCINEER OF ANY DISCREPMlCY. <br /> EXTEND COLUMN PIPE TO BOTTOM OF FOO7ING (3' CONCREfE COVER REQWIRED) <br /> iHE ERECTOR SHALL VERIFY ALl DIMENSIONS ANO CONqTI0N5 IN 7HE FlELD <br /> BEFORE ERECTION PND NOTIFY ENGINEER OF ANY DISCREPANGES. ERECTORS <br /> SHPLL NOTIFY ENGINEER IF SiRUCiURE IS LOCATED NFM BUILOINCS. <br /> � THE A80VE NOTES AND SPECIFlCAlIONS SFNLL MEET OR DICEEO ALL STATE <br /> AND LOCAL CODE REOUIREMENTS BEFORE ERECTION. � <br /> THE UNDERSIGNED ENGINEER WILL NOT SUPERNSE iHE fABRICATION OR <br /> ERECTION OF THIS STRUCiURE. . <br /> n � <br /> � G�O � <br />