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a�. <br /> DE�IGPI OF C.I,P. CONCRETE FOUNDATION WALL. C�NSTRUCTIDN IS TO BE D�NE IN ACCORDANCE <br /> WITH THESE DRAWINGS AND STANDARD INDUSTRY PRACTICE. REFER TO DYN❑ CONSTRllCTION <br /> INC.'S 2003 CAST-IN-PLACE MASTER FOUNDATION WALL DRAWINGS PREPARED BY ULTEIG <br /> ENGINEERS, INC. DATED O1/O1/03 FDR OTHER WALL C�NSTRUCTIDN AETAILS. <br /> � <br /> 1. THESE DOCUMENTS APPLY T� STRUCTURAL ONLY. REFER T❑ ARCHITECTURAL <br /> DRAWINGS FOR MORE iNFORMATION. <br /> 2. DRAIN TILE, DAMPPRO�FING AND/OR WATERPR��FING, & INSULATION, AS WELL AS <br /> THEiR INSTA�LATION, ARE T� BE IN ACCORDANCE WITH THE CODE. <br /> 3. INSTALI. A MINIMUM OF C2) ANCHORS PER PORTI�N ❑� S1lL PLATE AS WELL AS AN <br /> ANCHOR WITHIN 12" DF EACH END. <br /> 4. ALL INF�RMATI�N IS BASED �N A CONVERSATION w/TR�Y SWANSON �F <br /> DYNO CONSTRUCTION.. <br /> C.I.P. WA�L <br /> 6'-0" FROM T.O.F. <br /> TO T.p.W. <br /> 0 <br /> i <br /> v <br /> ,,,,, N <br /> N <br /> 21'-0"t <br /> � PLAN <br /> S� <br /> I HEREBY CERTIFY THAT THIS PLAN, SPECIFlCATION, OR <br /> REPOR7 WAS PREPAREO BY ME OR UNDER MY OIRECT <br /> SUPERVISlON AND THAT I AA1 A DULY UCENSED <br /> PROFESSIONAL ENGINEER UNDER THE LAWS OF THE <br /> STATE OF M I N N E S�T A L�IAIEB�LS <br /> DArE 1 /05/ 3 No. 26817 CONCRETE: F'c = 3000 PSI @ 28 DAYS <br /> BACKFI�I� SANDY CLAY (GRDUP II) <br /> EFF"ECTIVE PRESSURE = 45 PCF/FT ACTIVE <br /> DANIEL S RGEANT LUMBER: SPF STUD GRADE l7R BETTER <br /> SHEETS S1 — S2 TREATED LUMBER: SYP '2 GRADE �R BETTER <br /> RESIDENCE ADDITI�N �982 NGINEERS INC� <br /> 3040 CASCO Pl7INT RD. �+eY <br /> WAYZATA, MN TD Eas't � Roa►d S�e S — 1 <br /> a�c"Eo er P��s. MN 55421 12/OS/03 <br /> ��r nvtin rnNcTa�irrrnti nc �c�_g„_xM, c..x ��,_�,._��A� � <br /> 1' "' i LJ ! � � ♦vv vi a �.wrv �w <br /> � <br />