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FLOOR SYSTEM TYPE, SIZE, & <br /> SPACING BY OTHERS <br /> Yz"0 ANCHOR BOLT(7"MIN EMBED) <br /> w/NUT&Y"THICK x 2"PJ <br /> OR SQUARE WASHER <br /> OR METAL STRAP ANCHOR FLOOR TO SILL <br /> SEE S12 FOR SPACING CONNECTION AT <br /> EACH MEMBER <br /> RIM BOARD OR BRACING SEE TABLE BELOW <br /> BY OTHERS <br /> 2 x 6 MIN SILL PLATE WASHER TO BE COUNTERSUNK <br /> '. , a °. FLUSH w/TOP OF SILL <br /> Z � d <br /> � � ° FOUNDATION WALL <br /> a <br /> GRADE ° SEE S8 <br /> a <br /> . _ ' . '�� �� 0°. ' . �. <br /> . .._-_�. .--: �. : '. � 'a d <br /> ___� _......_.� I ��, ... � . <br /> ._ '—.__. I . .._._; i ! ° . ' .�. <br /> TRUSS / JOIST CONNECTION FOR FULL HEIGHT WALLS**** <br /> CLEAR HEIGHT MEMBER BACKFILL TYPE <br /> (SEE S8) SPACING SAND SANDY CLAY CLAY <br /> (30 PSF/FT) (45 PSF/FT) (60 PSF/FT) <br /> 16" A A B <br /> 8'-0" 19.2" A A B <br /> 24" A B C <br /> 16" A B C <br /> 9'-0" 19.2" A B D <br /> 24" A C D <br /> 16" A C D <br /> 10'-0" 19.2" A C D <br /> 24" B D D <br /> CONNECTION A (3)0.131"0 x 3"TOP/TOE NAILS AT EACH MEMBER <br /> CONNECTION B (3)0.148"0 x 3"TOPlTOE NAILS AT EACH MEMBER <br /> CONNECTION C SIMPSON A35/USP MPA1 OR USP LJC AT EACH MEMBER OR CONNECTION D AT EVERY OTHER MEMBER <br /> CONNECTION D SIMPSON FWANZ*OR SIMPSON U2.y OR SIMPSON U2.37/4 OR USP LJQ" <br /> OR(2) SIMPSON A35's"'/(2) USP MPA1's"'AT EACH MEMBER <br /> ` FWANZ MUST BE USED WITH MINIMUM 1y"OSB RIM AND LOCATED WITHIN 5"OF EACH MEMBER. WITH FLOOR TRUSSES, <br /> FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE PROVIDED. <br /> " LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. <br /> "' MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF (2)SIMPSON A35's/(2) USP MPA1's. <br /> ""CONNECTIONS ARE CLASSIFIED A TO D,WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER <br /> CLASS CONNECTION THAN NOTED IN THE TABLE. <br /> Rev oate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FOUNDATION DRAWINGS <br /> FLOOR BEARING DETAIL&CONNECTION TABLE <br /> CLIENT INFORMATION: � =� <br /> DPM MASONRY, INC. City: State: 2ip: <br /> 5201 East River Rtl <br /> 4544 PERRY AVENUE N, s��casoe <br /> ROBBINSDALE, MN 55422 ProjectNumber: " 10.02628 Minneapolis,MN55421 <br /> Drawing Date: 01-01-11 renss-s��-2soo <br /> Phone: 612-221-1470 Fa=�sa-s>>->>sa <br /> Sheet: 11 of 16 11 �..�n�.�«n <br /> �O COPYRIGHT ULTEIG ENGINEERS INC.2011 <br />