Laserfiche WebLink
WOOD FLOOR SYSTEM <br /> BY OTHERS <br /> 2x6 MIN SILL PLATE FLOOR TO SILL CONNECTION <br /> SEE S11 <br /> a <br /> _ Z � ANCHOR BOLTS <br /> GRADE � � � SEE S12 <br /> _ � — <br /> —� - ��� - ° . <br /> — _ �li (I ,� � . <br /> -- (�i-i I � � a �.� 8" MIN C.I.P.CONCRETE <br /> � <br /> -��"-����— � FOUNDATION WALL <br /> ''�;-�� a . <br /> ';:-- a ~ SEE S9 FOR <br /> ! a . VERTICAL REBAR � <br /> 2 <br /> n a = U` <br /> � U, W <br /> CLEAR HEIGHT 8'-0"OR LESS: a w � <br /> (2)#4 x CONT HORIZONTAL BARS J w <br /> CLEAR HEIGHT OVER 8'-0" � � <br /> (3)#4 x CONT HORIZONTAL BARS Y U <br /> U <br /> 9 d Q <br /> 1y"CLEAR m <br /> a <br /> #4 x 2'-0"DOWELS @ a <br /> 72"O.C. MAX <br /> (5"MIN EMBED) a ' � ; SLAB-ON-GRADE <br /> 0 <br /> • v <br /> n a <br /> d C <br /> � O"� .. . --__' _ <br /> p _ __ <br /> 4 a _ <br /> 9 ' d . <br /> � O <br /> UNREINFORCED CONCRETE <br /> STRIP FOOTING PER CODE OR BY <br /> BUILDING DESIGNER,ALTERNATIVELY <br /> STRIP FOOTING SIZES * USE TABLE AT LEFT <br /> ONE-STORY TWO-STORY <br /> STRUCTURE STRUCTURE <br /> 2000 PSF SOIL 16"WIDE x 8"THICK 20"WIDE x 8"THICK <br /> 1500 PSF SOIL 20"WIDE x 8"THICK 26"WIDE x 8"THICK <br /> 'BASED ON 25'-0" FLOOR&50'-0" ROOF SPANS <br /> Rev oate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: <br /> FOUNDATION DRAWINGS <br /> BASEMENT WALL DETAIL <br /> CLIENT INFORMATION: � <br /> DPM MASONRY, INC. City: State: Zip: <br /> 4544 PERRY AVENUE N. szo,e�cs�ie`soe <br /> ROBBINSDALE, MN 55422 ProjectNumber: 10.02628 Minneapolis,MN55421 <br /> Drawin D3te: 01-01-11 Te1763-571-2500 <br /> PhO�e: 612-221-1470 9 Fax 763-571-1168 <br /> Sheet: 8 of 16 �.�ne+9.�� <br /> Q COPYRIGHT ULTEIG ENGINEERS INC.2011 <br />