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Y"fD ANCHOR BOLT SPACING FOR FULL HEIGHT WALLS * <br /> ALTERNATIVE TO TABLE R404.1 (2) <br /> CLEAR BACKFILL BACKFILL TYPE <br /> HEIGHT HEIGHT <br /> (SEE S9) (SEE S9) SAND SANDY CLAY CLAY <br /> (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) <br /> 7�_4" 72" ❑ 72" ❑ 48" ❑ <br /> a,.�,. �,_�„ 72�� � 72" � gp^ � <br /> 6'-0"OR LESS 72" ❑ 72^ � �2" � <br /> 8'-4" 72" ❑ 48" ❑ 36" � <br /> 9'-0" 8'-0" 72" ❑ 60" ❑ 48" ❑ <br /> 7'-0"OR LESS 72" � 72^ � �2" � <br /> 9'-4" 72" ❑ 36" ❑ 24" � <br /> 9'-0" 72" ❑ 48" ❑ 36" � <br /> 10'-0" <br /> 8'-0" 72" ❑ 72" � qg^ � <br /> 7'-0"OR LESS 72" ❑ 72" ❑ 72" ❑ <br /> 'Y"0 EPDXIED THREADED ROO w/6"EMBED MAY BE USED AT SPACING SHOWN <br /> ALTERNATlVE ANCHOR SPACING FOR FULL HEIGHT WALLS ** <br /> ALTERNATIVE TO TABLE R404.1 (2) <br /> CLEAR BACKFILL BACKFILL TYPE <br /> HEfGFiT NEIGH I <br /> (SEE S9) (SEE S9) SAND SANDY CLAY CLAY <br /> (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) <br /> ��"4�� 60" ❑ 24,� <br /> ❑ �8" ❑ . <br /> 8'-0" 7'-0" 72" ❑ 36" ❑ 24" � <br /> 6'-0"OR LESS 72" ❑ 72" ❑ 48" � <br /> 8'-4" 36" ❑ 24" ❑ 18" � <br /> 9'-0" 8'-0" 48" ❑ 24" ❑ 18" � <br /> 7'-0"OR LESS 72" ❑ 48" � 24^ � <br /> 9'-4" 24" ❑ 18" ❑ 12" � <br /> 9'-0" 36" ❑ 18" ❑ 12" � <br /> 10'-0" <br /> 8�'�,� 60'� ❑ 24,. <br /> ❑ 18" � <br /> 7'-0"OR LESS 72" ❑ 60" ❑ 36" (] <br /> ""APPLIES TO MAB 15/FA1, MA623/FA2, MAS/FA3,y"0 EXPANSION BOLT w/6"EMBED,y"(d <br /> SELF-CUTTING ANCHOR BOLT w/4"EMBED,y"f1J EPDXIED THREADED ROD w/6"EMBED OR EQUAL. <br /> Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FOUNDATION DRAWINGS <br /> BASEMENT WALL ANCHOR SPACING TABLE <br /> CLIENT INFORMATION: City: State: Zip: ' !,� <br /> CHARLES CUDD, LLC SITE SOIL TYPE: <br /> 275 (�iARKET STREET, SUITE 445 SAND� SANDY CLAY� CLAY� 520t EasiRive�Rd <br /> Suite 308 <br /> MINNEAPOLIS, MN 55405 Project Number: 207.1200 � � � Minneapolis,MN55427 <br /> Drawinq Date: 01-01-08 Te1763•57�-2500 <br /> ri ioi�e: n i 2-333-SG20 raX: b 1 C-�i;i'J�-5U%1 130i 18 ' J Fax io5-57i-ii66 <br /> Sheet: www.ulleig.com <br /> �O COPYRIGHT ULTEIG ENGINEERS INC.2008 <br />