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3G' -O" FACE <br />3 5P. @ 9' -4' = 28' -d' t 4' -a' <br />UPRIGHT UPRIGHT i UPRIGHT UPRIGHT <br />T <br />REAR <br />LADDER <br />I <br />HANG RAIL <br />5TRINGEK <br />REAR WALKWAY <br />10' -6' I <br />FACE <br />I <br />"A(JD I <br />TOR51ON <br />P�,II I <br />I <br />PIPE <br />2' -0" APRON <br />i <br />FRONT FRONT <br />CROSSOVER <br />LEDGER WALKWAY <br />COLUMN <br />PIPE <br />1 2!-0' <br />H.A.G.L. <br />SLOPE <br />CONCRETE <br />GRADE AWAY <br />FROM PIPE <br />3 <br />I I I <br />1-7 <br />I <br />-6" <br />8' J <br />ELEVATION <br />I <br />I <br />I <br />1 <br />3" <br />4 C <br />3' 3' <br />d <br />2'-0" <° ° <br />G ° <br />4 d <br />°' TORSION. <br />2' -0" n <br />WELDED WIRE FABRIC <br />4 x 4- W4 x W4 SECTION A -A <br />(8.5. OF COLUMN) <br />NOTES 8 SPECIFICATIONS CUSTOMER <br />10' -6" x 36' <br />CODE: 2006 IBC FRANKLIN ADV. 51NGLE P05T <br />CENTER MOUNT <br />DESIGN WINDLOAD: 90 MPH - EXPOSURE'C' SIGN LOCATION DOUBLE FACE <br />CONCRETE: MIN. COMPRESSIVE STRENGTH OF PC - 3000 psi @ 28 DAYS (150 PCF) 4" SLUMP (MAX.) ELK RIVER, MIN 15' V -BUILD <br />(FOOTING DESIGN BASED ON 2500 PSI CONCRETE) LED CAPABLE <br />CUBE COLUMN FOOTING: EMBEDMENT DEPTHS FOR FOOTINGS DOES NOT APPLY TO LOCATIONS DR. CH. <br />WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE J5W <br />0-4G- <br />UNCOMPACTED FILL OR ORGANIC FILL EXISTS. DESIGN LATERAL SOIL PRESSURE PER IBC TABLE DATE <br />1804.2 - 400 PSF /FT (SOIL TYPE - SAND SANDY GRAVEL). VERIFY SOIL TYPE DURING EXCAVATION. <br />02/22/13 <br />NOTIFY ENGINEER OF ANY DISCREPANCY. EXTEND COLUMN PIPE TO BOTTOM OF FOOTING. Out&or ffim <br />4425NOdh 24th Street 50,200 JOB NO. SHEET NO. <br />FOR OTHER NOTES AND SPECIFICATIONS SEE BASIC PERMIT DRAWING. ProeH..nkeee esoie <br />1 of I <br />Iso2 >23Mfi 4 F— (602)2 71 <br />