OVER* NOTES A. GEIER* T. ALL CONSTRUCTION SHALL WACO* TO ThE 2003 INTERNATIONAL RESIDENTIAL CODE MISS TORE STRINGENT PiOuTPETENTS APE REWIRED IN THE FLAYS MO SPECIFICATIONS. P. THE CONTRACTOR 641444 ERE,' IN THE FIELD ALL CONDITIONS. ELEVATIONS MO °PENSIONS WON SWIPE WORK. TIE NRCHITEcr AND STRUCTURAL ENGINEER Diki BE Nora TED PMEATELY IF ME DISCREPANCIES ARE FOAM. 3. TIE CONTRK TOR SHILL PEORIA TIE ENGINEER IN SPITTING OF my DISCREPANCIES OP OMISSIONS NOTED ON THE DRAWINGS CR IN TIC SPECIFIFCAT DNS OR OF ANY VARIATIONS NEEDED IN GAWP TO CONfOri TO C00(5. TOLES AND Meng IL.6. uPON RECEIPT Of SUCH INFORMATION. TX VOW& WILL SENO WITTEN INSTRUCTIONS TO AL CONCERNED. MD Ow SMALL BE PERFORNE0 IN A MEND AS DIRECTED BY THE ENGINEER. ANY SUN DISCREPANCY, OMISSION. VARIATION NOT REPORTED. SHALL DE Pe RESPCNSMIL1Tr OF THE CONTRACTOR. 4. NE CONTRACT COCLATENTS REPRESENT TIE FINISH STMEILME. THEY Do NOT INDICATE NETT OD OF CONSTRUCTION. 5 IT SHALL Bf TIE RESOVSIBILL llr OF NE CONTRACTOR TO NOME 11140CPAR, BRACES. SHORES NO GUTS. PER£NER NECESSITY, To suPPoRT ALL LOADS TO ANKH nor srwvcrowe MAY BE MEC TED WINING CONSTUCT ION. INCLUOING ERECTION MOWN! MO ITS OPERATION. THIS TENOOPART RAPPORT SYSTEM SIMLA HOLD ALL ELEMENTS MD HEAVERS IN NEN FINAL Aomori Wilt TOTALLY NotT FITiour CONNECTED TO IN POINANENT BRACING ELEMENTS. 6. TIE !)RICA NOTES ATO GUARS SHALL SPEY IN AU CASES (MESS SPECIFIC RETAILS OCCUR ELSETACRE /ERE W ££TAIL TS SHOwN. CONSTRUCT/ON WILL BE AS FOR SPANS YORK. T. REQUIRED INSPECTIONS BY VIRGIN MAWS DEPARTHL-Ta Or /CAWING NO NATURE RESOWCES OUTLOING DEPARTMENT/: a. FOLOOtrItte b. CONCRETE T. MASEPOr EX CONCRETE: 1. CONCRETE WORW SHALL BE IN ACCORDANCE WITH AMERicAv Lunn INSTIITUT£ (AC/I WRONG CORE R£WIR£MN15 FOR REINFOR[£0 CONCRETE (ACT JO- LATEST REFSIONT. 2. CONCRETE SHALL HAW A MIN/KIN COAERESSAT STRENGTH Nero 28 DAIS EWA TO OR GREATER THNI 3.000 PSI. 3. CONTIKOLIS INSPECTION REWIRED FOR ALL CONCRETE. INSPECTION B