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FLOOR SYSTEM,TYPE, ' <br /> SIZE,AND SPACING TO BE FLOOR TO SILL <br /> DETERMINED BY OTHERS CONNECTION AT <br /> EACH MEMBER SEE <br /> �"0 ANCHOR BOLTS w/NUT&�"THICK TABLE BELOW <br /> x 2"QJ OR SQUARE WASHER SEE S11 <br /> FOR SPACING(7"EMBED MIN) WASHER TO BE <br /> -METAL STRAP ANCHORS TO BE COUNTERSUNK FLUSH w/ ' <br /> INSTALLED AT MANUFACTURER TOP OF SILL PLATE ' <br /> EQUIVALENT SPACING <br /> RIM BOARD OR BRACING � <br /> MATERIAL BY OTHERS � • . •��•a SEE FULL HEIGHT WALL <br /> 2x6 SILL PLATE MINIMUM g '��'�' SECTION ON S7 FOR <br /> �• ' •`�''� FOUNDATION WALL <br /> SLOPE GRADE AWAY � • •• ` <br /> FROM FOUNDATION ' �•� �'•�� � �' °• REQUIREMENTS ' <br /> TRUSS/JOIST CONNECTION FOR FULL HEIGHT WALLS**** <br /> CLEAR HEIGHT FLOOR MEMBER BACKFILL TYPE <br /> (SEE S7) SPACING SAND SANDY CLAY CLAY ' <br /> (30 PSF/FT) 45 PSF/FT 60 PSF/FT <br /> 16" A A B <br /> 19.2" A A B <br /> 8'-0" <br /> 24" A B C <br /> 16" q g C <br /> 9'-0�� 19.2" A B p <br /> 24" A C D <br /> 16" A C D , <br /> 10'-0" 19.2" A D D <br /> 24" g D D <br /> CONNECTION A (4)0.131"0 x 3"TOP NAILS AT EACH MEMBER j <br /> CONNECTION B (4)0.148"f7�x 3"TOP NAILS AT EACH MEMBER <br /> CONNECTION C (2)0.131"!0 x 3"TOP NAILS &MECHANICAL CLIPS:SIMPSON A35/USP MPA1 OR USP LJC AT <br /> EACH MEMBER <br /> (2)0.131"0 x 3"TOP NAILS &MECHANICAL CLIPS:SIMPSON FWANZ' OR SIMPSON U2.1/4 OR <br /> CONNECTION D SIMPSON U2.37/4 OR USP LJQ"OR 2 SIMPSON A35s'"`/2 USP MPAis'**AT EACH MEMBER <br /> 'FWANZ TO BE USED WITH A MIN.1Ya"OSB RIM AND LOCATED w/IN 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 IN PLACE. <br /> ",WQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. <br /> "'MEMBER MUST BE A MINIMUM OF 3"WIDE FOR PLACEMENT OF(2)SIMPSON A35s/(2)USP MPA1s. <br /> *'"'CONNECTIONS ARE CLASSIFIED A TO D,WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A <br /> STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. <br /> 2012 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> � GUIDELINE DRAWINGS 3508 Ivy Place <br /> FLOOR BEARING CONNECTIONS ProJect: <br /> Metro Foundations <br /> 2528 Meadow Oak Lane �m,, Orono s�ate: n�n, �: 55391 <br /> 26716th Ave SW Monticello, MN 55362 Project Number: 2.0001 .� <br /> New Brlphton,MN 55112 Drawin Date: Januarv 31.2012 C 1 0 . <br /> Te�siz-�oe-asrz Client• 9 v � � <br /> www.h�nwrproupmn.eom Sh2@t: 10 of 15 <br /> CO COPYRIGHT HANSON GROUP LLC 2012 j <br />