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� . <br /> JDISTS @ 24" ❑.C. MAX. <br /> SPACING BY OTHERS <br /> RIM J�IST <br /> 1/2"� x 10" LONG 3��� <br /> ANCH�R B�LTS <br /> (7" MIN, EMBED) MIN, <br /> w/ NUT & HEAVY <br /> DUTY WASHER <br /> C�" THICK x 2"�8> <br /> WASHER TO BE <br /> INSTALLED TIGHT <br /> & FLUSH w/ TOP � JOIST T❑ SILL C�NNECTI�N <br /> ❑F SILL SEE TABLE BEL�W <br /> 2 x 6 MIN, W��D 2�" a SEE SHEET S2 F❑R WALL <br /> SILL PLATE REINFORCEMENT <br /> ��i—� I �= I—I 4 <br /> I � ��i� � � <br /> -I <br /> 3�'a" 2�� 1���� <br /> DETAIL <br /> I-JOIST ❑R LUMBER TOP OF WALL C�NNECTION <br /> C�NNECTIDN TABLE <br /> WALL JOIST C�NNECTION <br /> � HEIGHT SPACING <br /> 1. FILL ALL J❑IST HANGERS N�TED w/ 16" (3) 8d T�ENAILS <br /> MIN, C6) lOd x 1 1/2" NAILS INTD 8�'��� 19,2" (3) 16d T�ENAILS <br /> SILL AND NO NAILS INT❑ J�IST 24" J�IST HANGER <br /> 2, JOIST HANGER TYPE T❑ BE BASED <br /> ❑N WIDTH OF I-JOIST FLANGE DR 16" C3) 8d TDENAILS <br /> THICKNESS OF LUMBER. 9'-0" 19,2" J�IST HANGER <br /> 3, ULTEIG RECOMENDS THE USE OF JOIST <br /> HANGERS F�R I-J�ISTS, 24" J�IST HANGER <br /> 16" J�IST HANGER <br /> 10'-0�� 19.2" J�IST HANGER <br /> 24" J�IST HANGER <br /> 2007 MN MASTER THERMOMASS Thermomass Building Insulation Systems <br /> CONCRETE FOUNDATION DRAWINGS By Composite Technologies Corporation <br /> JOIST BEARING CONDITION 1000 Technology Drive,P.O.Box 950,Boone,IA 50036 <br /> 5201 East River Road Suita 308 �OB SITE W FORMATION(to 6e tilled ouf by the roniraclor) qevision Date Description <br /> Minneapolis,Minnesota 55421 guilder <br /> Phone:763.57L2500 Fax:763.5�t.i168 <br /> Bismarok-Detroit Lakes�Fargo-Minneapolis-Sioux Falls Contractw: <br /> Web:www.ufleig.com <br /> - Streat Addrass� <br /> ' engineers DrawnBy RyanMack ProjecWumber 207.0137 <br /> Checked By:Ryan Mack Date: Pebruarv 12.2007 S-3A <br /> Approved By:Craig Oswell Ciry: State:�Zip Code�_ Sheals 10 0l 27 <br /> 0 COPYRIGHT ULTEIG ENGINEERS INC.2007 <br />