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STRIP FOOTING SIZE FOR 1,500 PSF SOIL <br /> TOTAL WIDTH OF MAX VENEER FOOTING <br /> SUPPORTED FLOORS HEIGHT SIZE <br /> 25'-0" g�_p° 22"x g" � <br /> 25'-0" 30'-0" 28"x g" � <br /> 50'-0" 6'-0" 28"x 8" ❑ <br /> 50'-0" 30'-0,� 36„X$„ � <br /> ST�tP FOOTING SIZE FOR 2,000 PSF SO�IL <br /> TOTAL WFDTH OF MAX VENEER FO�TING <br /> SUPPQRTED FLOORS HEIGHT SIZE <br /> 25'-0" 6'-0" 16"x 8" ❑ <br /> 25'-0" 30'-0" 2p^x g^ � <br /> 50'-0" 6'-0" 20"x 8" ❑ <br /> 50'-0" 30'-0" 2g^x g^ � <br /> STRIP FOOTING SIZE FOR 2,500 PSF SOIL <br /> TOTAL WIDTH OF MAX VENEER FOOTING <br /> SUPPORTED FLOORS HEIGHT SIZE <br /> 25'-0" 6'-0" 16"x 8" ❑ <br /> 25'-0" 30'-0" 18"x 8" ❑ <br /> 50'-0" 6'-0" 18"x 8" ❑ <br /> 50'-0" 30'-0" 22"x g^ � <br /> STRIP FOOTING SIZE FOR 3,000 PSF + SOIL <br /> TOTAL WIDTH OF MAX VENEER FOOTING <br /> SUPPORTED FLOORS HEIGHT SIZE <br /> 25'-0" 6'-0" 16"x 8" ❑ <br /> 25'-0" 30'-0" 1 g^x g^ � <br /> 50'-0" g�_p^ 1 g��x 8" � <br /> . 5p'-0" 30'-0" 1 g"x g" ❑ <br /> UNREINFORCED POINT LOAD FOOTING SIZE TABLE <br /> LOAD ALLOWABLE SOIL BEARING <br /> (POUNDS) �500 PSF 2000 PSF 2500 PSF 3000 PSF+ <br /> s000 2�-0��x 2�-0��x 10° p 2�-0°x 2�-0°x 7 0�� ❑ 2�-0��X 2�-0�X i o��❑ 2�-0�X 2�-0°x �o°❑ <br /> �o000 2�-s°X z�-s��x i o�� ❑ 2�-s��X 2�-s�x i o�� ❑ 2�-0°X 2�-0°X 10°❑ 2�-0��X z�-o�X i o��❑ <br /> 15000 3'-6"x 3'-6"x 12"� 3'-0"x 3'-0"x 12" � 2'-6"x 2'-6"x 10"❑ 2'-6"x 2'-6"x 10"❑ <br /> 20000 4'-0"x 4'-0"x 12" ❑ 3'-6"x 3'-6"x 12" ❑ 3'-0"x 3'-0"x 12"� 2'-6"x 2'-6"x 10"❑ <br /> Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FQUNDATION DRAWINGS <br /> FOOTING TABLES <br /> CLIENT INFORMATION: City: State: Zip: ' � <br /> SITE SOIL TYPE: <br /> CHARLES CUDD, i.LC SAND� SANDY CLAY❑ CLAY� <br /> 275 AlIARKET STREET, SUITE 445 520,E�iR��B�Rd <br /> Suite 308 <br /> M I N N EAPOL I S, MN 55405 Project Number: 207.1200 M���aaPoi�:,MN ssaz, <br /> Drawinq Date: 01-01-OS Te176&577•2500 <br /> Fh�ne: 6 i 2-333-SG2G Fax: 6i 2-�35-5G7i Fax763•571•fi66 <br /> Sheet:_ 4 of 18 �.uneia.�om <br /> �O COPYRIGHT ULTEIG ENGINEERS INC.2008 <br />