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2 Panel MENU BOARD FOUNDATION DESIGN PARAMETERS: <br /> 2018 INTERNATIONAL BUILDING CODE <br /> I ASCE 7-16 <br /> { BASIC WIND SPEED=110 MPH <br /> REVISED 04.06.2022: WIND IMPORTANCE FACTOR 1.0 <br /> CT Engineering Update to Current Code WIND EXPOSURE C <br /> FOUNDATION: <br /> ASTM A615 GR 60 REBAR <br /> 58.59 3000 PSI CONCRETE @ 28 DAYS <br /> CLASS 5 SOIL <br /> 1500 PSF SOIL BEARING <br /> 100 PSF/LF SOIL LATERAL BEARING <br /> UNDISTURBED SOIL <br /> 50.16 <br /> 74.96 FOR REFERENCE ONLY <br /> • <br /> 24.80 <br /> I SLOPE TOP RR) <br /> ^SHED WATE <br /> 3" I FINISH GRADE <br /> f �e <br /> UNDISTURBED SOIL <br /> } (4)3/4"DIA.X 36"LONG GRADE 5 (70 KSI <br /> 10" $ MIN YIELD STRENGTH)ANCHOR BOLT <br /> WITH DOUBLE NUTS EMBEDDED BOLTS <br /> ON 8"X 8"SQUARE PATTERN <br /> 72" "` ' -(4)#6 VERTICAL BAR EQUAL <br /> ✓� SPACED ON 18"DIA CIRCLE <br /> (10)#3 TIE,18"DIA.CIRCLE <br /> TIESIN 3"COVER <br /> MAINTAIN3"COVV <br /> ER <br /> ta-- <br /> DIAMETER CONCRETE <br /> FOUNDATION <br /> PEERLESS TRIES,INC. <br /> peerless) 2300 WHITE OAK CIRCLE <br /> AURORA IL 60502 <br /> NOTE:THIS DRAWING SHALL BE USED FOR GENERAL REFERENCE ONLY. <br /> IT/S THE RESPONSIBILITY OF THE INSTALLER TO VERIFY THAT ALL STATE <br /> SIZE ENG.PROJ.NO. PRT/DWG.NO. AND LOCAL CODES ARE MET CONTACT LOCAL MUNICIPALITY FOR DETAILS. <br /> g 150 PRIOR TO INSTALLATION,IT/S THE INSTALLERS RESPONSIBILITY TO <br /> SCALE SHEET CONTRACT WITH A DESIGN PROFESSIONAL TO ENSURE THAT ALL STATE <br /> NOT TO SCALE 1 OF 1 AND LOCAL CODES ARE MET <br /> 9-/3 <br />