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fOUNDATION NOTES <br />1. ALLOW�BLE SOIL PRESSURE ASSUYED TO BE 2750 PSF. ALLJWABLE PASSIVE PRESSURE ASSUNEO TO BE 55 PCF. <br />THE PURCHASER 8 ONNER/CONTR�CTOR MUST VERiFY THAT THE ACTUAL SITE SoiL PARAYETERS MEET OR E%CEED <br />THE ASSUYED SOIL PAR�METERS PER THIS NOTE, AND/OR SHOULO OBTAIN A SOIL REPORT 70 OETERu1NE 711E <br />SOIL CUIlDIT[ONS AT THE SI7E. FOUNDtiTION DESIGN 400[FICA710N5 MAY BE REOUIRED fN THE EVENT THE <br />ASSUYEO SOIL PARAMETERS ARE N0T APPLICAOLE FOR THE ACTUA� SUBSURFACE CONDITIONS ENCOUNTERED. <br />2. CONCRE7E TO BE 3000 PSI A28 OAYS. PEINFOflCINC B�R TO CONFORM 70 A5T4 A615 GRAOE BO SPECIFICA- <br />TIONS. CONCRETE INSiALLAT[ON TO CONFORM TO ACI-31B (2002) BUIL�ING REOUIREMENTS FOR REINFORCED <br />CONCRETE. ALL CONCRETE TO BE PLACEO ACAfNST UNDISTURBED EARTH FREF OF WATER AND ALL FOREIGN <br />OBJECTS AND MATERIALS. A NININUY OF THREE INCHES OF CONCRETE SHALL COVER ALL REINFORCEMEN7. <br />WELDINC OF REBAR NOT PERMITTE�. <br />7. OENDINC, STRAIGHTENING OR REALIGNING (HOT OR COLD) OF THE ANCHOR BO�TS BY ANY NETHOD IS PROHI8I11 <br />� CRowN TOP OF FOUNOATION FOR PROPER DRAINAGE. <br />5. 19I5 DESICN ASSUMES A NEDNY STIFF/OENSE SOIL E%H[BITINC A BASE SLIOING WEFFICIENT OF 0.20, A <br />SOIL UNIT WEIGHT OF IIO PCF, AN ALLOWABLE SOIL BEARINC OF 2750 PSF AND NO CROUNDWATER <br />ENCOUNTERED. <br />SiRULfN2S IS � DIYISIMi OF V.LLYONi 111W5111105. IML OIGI�EAIHO <br />fraw F1001]20.OIT - 10/tOR00� f1:11 <br />''"'"' n"' �u�v.F n... nw: _ .nn�i <br />� <br />�'QT 2 B Ep <br />J�,ph P. Jawbs. WA Pmlesaionel Eng4�eert139593 <br />WEST SE/ <br />U-3. 5 <br />n�c Ho. A-121021— <br />wn <br />riA � RJ� �f� � <br />:::«; ya sraucivaEs <br />RAtINO N0. <br />18%215 <br />��� <br />