Laserfiche WebLink
REINF��RCING BAR AREA <br /> SUBSTITUTIDN TABLE <br /> C2) �4 EQUALS Cl> #6 <br /> C3) �4 EQUALS C2> �5 <br /> C3> �S EQUALS C2> �6 <br /> SUBSTITUTED BARS MUST HAVE EQUAL STEEL STRENGTH <br /> CDNCRETE STRIP FO�TING TABLE <br /> STRUCTURE HEIGHT FULL HEIGHT BRICK VENEER FODTING SIZE <br /> 1 FL�OR SYSTEM + RDOF ND 16" x 8" <br /> 1 FLDOR SYSTEM + RODF YES 18" x 8" <br /> 2 FLD�R SYSTEMS + RD�F � N� 20" x 8" <br /> 2 FLDOR SYSTEMS + RDOF YES 22" X g" <br /> NOTES: <br /> 1, A FLDOR SYSTEM PERTAINS T❑ WDOD TRUSSES, J�ISTS, OR <br /> LUMBER SPANNING A MAXIMUM ❑F 20 FEET, <br /> 2. A R❑OF PERTAINS TD W��D TRUSSES SPANNING A MAXIMUM <br /> OF 40 FEET, BONUS RDOMS ARE T❑ BE CONSIDERED A FLOOR <br /> SYSTEM. ' <br /> 3. FULL HEIGHT VENEER MAY BE UP TO A MAXIMUM OF 20 FEET <br /> IN HEIGHT, VENEER MAY BE BRICK ❑R STONE, BUT MUST NOT <br /> BE M❑RE THAN 4 INCHES THICK. <br /> 4, ALL F�OTING SIZES SH�WN N❑T LABELED AS FULL HEIGHT <br /> BRICK VENEER MAY HAVE UP T� SIX FEET ❑F VENEER. <br /> 5, FODTINGS SIZES SH❑WN ARE LABELED AS 'WIDTH' x 'LENGTH' <br /> x CONTINUOUS <br /> 6. ALL F❑OTINGS SIZES ARE BASED ❑N AN ASSUMED ALLOWABLE <br /> SOIL BEARING CAPACITY OF 2000 PSF. INCREASE FDOTING <br /> WIDTH AS REQUIRED FOR SPANS AND CONDITIONS VARYING <br /> FROM THESE ASSUMPTIONS, <br /> 2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC. <br /> FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES.MN 55014 <br /> REINFORCING BAR SUBSTITUTION&FOOTING TABLES Phone:(651)784-2450 Fax:(651)784-2523 <br /> JOB SITE INFORMATION Revision Date Description <br /> 5201 Eaz�River Road Suite 308 (�o be tilled out by the wntraqw� <br /> Minneapolis,Minnesota 55421 - <br /> Phone:763.5712500 Fax:763.571.1168 pwner: <br /> Bismarck�Detroil lakes-Fargo-Minneapo6s-Sioux Falls <br /> Web:www.ultelg.com Street Address: <br /> � <br /> _ engineers DrawnBy:TroyDeGroot ProjecWumber: 20672QQ C�1 E <br /> CheckedBy:TrevaA■ner Date: Januarv1.2007 <br /> Approved By:Crag Oswell Ciry: State:�Zip Code:_ Sheets: 5 of 26 v <br /> OO ' OPYRIGHT ULTEIG ENGINEERS INC.2007 <br />