Laserfiche WebLink
Series 200 �n� . �`^ r���TM <br /> 1" <br /> Footing Option for Grade Beam Foundation ,� <br /> Y 1J2"57EEL Pt�E S"5QUARE VEOISTAI 1 1/2'S7EEL PIPE 9"SQUARE PEOfSTAL <br /> � 3'CLR� � 3'CLR� <br /> 3"MIN. 3"MIN. <br /> 12"MIN, • � � • 12"M1N. • I I <br /> EMBEDh4ENT EMBEDMENT <br /> .�• DEVTH CER TABIE � DEPRi PER TABLE <br /> � <br /> � <br /> �"dla,7HRU-BO�T _ �"dla.THRU-BOLT <br /> lZ. 3"CLR. 3'CLR, <br /> WiDE I�)*4 BARS TOP& 18"WIDE (2)r4 BARS TOP 6 <br /> 90T70M(4 TOtAL) BOTTOM(4 TOTALj <br /> 12"Wide Grade Beam 18"Wide Grade Beam <br /> Conversion Chart for Pier to Grade Beam Footings <br /> 12 dia.Pier 12"wide Grade Beams 18"wide Grede Beams 24"wide Grade Beams <br /> 1 1/2"STEEI P1PE �8'SQUARE PEDISTAL Depth Depth(in) Depth(in) Depth(in) <br /> 3 ft 12 12 12 <br /> 3���� 4 ft 17 15 13 <br /> 3'MiN. <br /> I I 5 ft 20 18 17 <br /> 12"MIN. � � � 6 ft Z4 zz z0 <br /> EMBEDMENT � DEPTM PER TABLE <br /> . <br /> 7 ft 29 26 23 <br /> ib"dia,THRU-Bpl <br /> 3"CLR, <br /> 2a^Wtoe �2�r4 BARS TOPl� <br /> BOTTOM(4 TOTAL) <br /> 24"Wide Grade Beam <br /> Notes: <br /> 1) Footing design assumes 1500 psf soil bearing pressures,150 pcf lateral bearing <br /> pressure and a skin friction value of 250 psf. <br /> NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C16 of C29 <br />