Laserfiche WebLink
2 Panel MENU BOARD FOUNDATION DESIGN PARAMETERS: <br /> 2018 INTERNATIONAL BUILDING CODE <br /> ASCE 7-16 <br /> REVISED 04.06.2022: BASIC WIND SPEED=110 MPH <br /> 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 /> 1 <br /> 24.80 <br /> 5" <br /> A At, SLOPE TOP TO <br /> a. SHED WATER <br /> 3" FINISH GRADE 4 <br /> �r...�.� 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" <br /> (4)#6 VERTICAL BAR EQUAL <br /> SPACED ON 18"DIA CIRCLE <br /> (10)#3 TIE,18"DIA.CIRCLE <br /> (3 TIES IN TOP 5") <br /> MAINTAIN 3"COVER <br /> 24" <br /> I DIAMETER CONCRETE <br /> FOUNDATION <br /> er less PEERSS STI <br /> 2300 WHITE OAKINDU CIRCLE <br /> AURORA IL 60502 <br /> NOTE:THIS DRAWING SHALL BE USED FOR GENERAL REFERENCE ONLY. <br /> IT IS THE RESPONSIBILITY OF THE INSTALLER TO VERIFY THAT ALL STATE <br /> SIZE ENG.PROJ.NO. PRT.I DWG.No. AND LOCAL CODES ARE MET CONTACT LOCAL MUNICIPALITY FOR DETAILS. <br /> B 150PRIOR TO INSTALLATION,IT IS 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 /> 2- <br />