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CONCRETE FORM WORK <br /> FORM WORK SHALL CONFORM TO TF� IZ�.COMIv�ENDED PRACTICE OF ACI <br /> 347. <br /> CONCRETE FORMS SHALL NOT BE REMOVED UNTIL TI-� CONCRETE HAS <br /> CURED TO A SUFFICIENT STRENGTH LEVEL TO ADEQUATELY SUPPORT <br /> DEAD WEIGHT LOADING AS WELL AS ANY APPLICABLE LIVE LOAADS. <br /> REINFORCING <br /> DETAIL AND PLACE ALL REINFORCING ACCORDING TO ACI 315, "NLANUAL <br /> OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE <br /> STRUCTURES." REINFORCING SUPPLIER SHALL PROVIDE ALL <br /> ACCESSORIES TO SUPPORT AND SECURE ALL REINFORCING ADEQUATELY. <br /> PROVIDE SPLICES IN ACCORDANCE WITH ACI 318. AS A MINIMUM SPLICES <br /> SHALL BE 30 BAR DIAMETERS OR 1'-0". <br /> CONCRETE COVER <br /> PROVIDE CONCRETE COVER N ACCORDANCE WITH APPLICABLE <br /> PROVISIONS OF ACI 318. <br /> UNLESS NOTED, NIlNIMUIvI CONCRETE CLEAR COVER OVER ALL <br /> REINFORCEMENT OR TIES SHALL BE: <br /> FOOTINGS: 3" <br /> WALLS: 1 1/2" (EXPOSED TO EARTH OR WEATHER 2") <br /> SLABS: 3/4" <br /> PLACEi�IENT <br /> PROVIDE ADEQUATE EQUIPMENT FOR HEATING CONCRETE MATERIALS <br /> A1�1D PROTECTING IN PLACE CONCRETE DURING FREEZING OR NEAR <br /> FREEZING WEATHER. <br /> LOCATIONS AND SIZES OF OPE�ING, SLEEVES, ETC., REQLTIRED FOR OTHER <br /> TRADES MUST BE VERIFIED BY THESE TR.ADES BEFORE PLACING <br /> CONCRETE. <br /> PROVIDE SLTITABALE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING <br /> REINFORCING STEEL IN PROPER POSITION WHILE PLACING CONCRETE. <br /> FOR CONSTRUCTION, CONTROL AND EXt'�NSION JOINTS 1N WALLS AND <br /> SLABS, SEE DETAILS. <br /> C04Y�" �- J. H. Dahlmeier <br /> �ESIDENCE 9722 <br /> � � Engineering Inc. S _� <br /> 2405 DUNW��DY JH <br /> ❑RON�, MN o+E JH 2434 Commerca Boulevard 612-472-4746 11/3/97 <br /> Mound, MN 55364 Fax 612-472-4761 <br />