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FLOOR SYSTEM,TYPE, <br /> SIZE, AND SPACING TO BE FLOOR TO SILL CONNECTION AT <br /> DETERMINED BY OTHERS EACH MEMBER SEE TABLE BELOW <br /> Y"�ANCHOR BOLTS w/NUT&Ys"THICK WASHER TO BE COUNTERSUNK <br /> x 2"ID OR SQUARE WASHER SEE S11 FLUSH w/TOP OF SILL PLATE <br /> FOR SPACING (7" EMBED MIN) <br /> -METAL STRAP ANCHORS TO BE SEE FULL HEIGHT WALL SECTION <br /> INSTALLED AT MANUFACTURER ON S7 FOR FOUNDATION WALL <br /> EQUIVALENT SPACING REQUIREMENTS <br /> RIM BOARD OR BRACING 2x8 SILL PLATE TO BE USED w/ <br /> MATERIAL BY OTHERS � ° MAXIMUM OF 1%"OVERHANG <br /> z , . <br /> 2x6 SILL PLATE MINIMUM � (MAINTAIN 23/"EDGE DISTANCE <br /> SLOPE GRADE AWAY � , < a a< e a TO BOTH CONCRETE AND INSIDE <br /> FROM FOUNDATION ,_ �=1 I I-I I I=I I I- OF SILL PLATE)-VERTICAL LOAD <br /> TRANSFER BY SUPPLIER <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" A B C <br /> 9'-0" 19.2" A B D <br /> 24" A C D <br /> �6" A C D <br /> 10'-0" 19�2�� A D D <br /> 24" g D D <br /> CONNECTION A (4)0.131"�x 3"TOP NAILS AT EACH MEMBER <br /> CONNECTION B (4) 0.148"P�x 3"TOP NAILS AT EACH MEMBER <br /> CONNECTION C (2) 0.131"�x 3"TOP NAILS &MECHANICAL CLIPS :SIMPSON A35/USP MPA1 OR USP LJC AT <br /> EACH MEMBER <br /> (2) 0.131"Q1 x 3"TOP NAILS & MECHANICAL CLIPS : SIMPSON FWANZ' OR USP LJQ" <br /> CONNECTION D OR (2)SIMPSON A35s�*�/(2) USP MPAis���AT EACH MEMBER <br /> ' FWANZ TO BE USED WITH A MIN. 11/"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 /> ** LJQ 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 /> 2U16 C.I.P.CONCRETE FOUNDATION SITE ADDRESS: Date Rev <br /> ' • '• ' GUIDELINE DRAWINGS <br /> �I.00R BEARING CONNECTIONS Project: <br /> �,. �� ��CI Concrete Inc. <br /> '��i�175 Isanti Street NE a�y: s�a�e: Mr, z�p: <br /> ��:��k��������"s�ae`a Blaine, MN 55449 Project Number: 6.001 � � � <br /> Plymouth,MN 55447 Drawing Date: Januarv 1,2016 <br /> Te1612-708-3572 Client: Sheet: 10 of 15 <br /> www.hanson rou mn.com <br /> � COPYRIGHT HFlNSON GROUP LLC 2016 <br />