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GENERAL NOTES: <br /> f 1. CONCRETE SHALL BE 2500 PSI OR HIGHER COMPRESSIVE STRENGTH UNLESS SPECIFIED <br /> 2. BEAMS SHALL BE PRESSURE TREATED IF EXPOSED TO WEATHER. <br /> 3. ALL TIMBER EXPOSED TO WEATHER,SOIL OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. <br /> 4. ALL TIMBER IN GROUND CONTACT SHALL BE PREEUSRE TREATED FOR GROUND CONTACT. <br /> 5. FOUNDATION REPAIR IS LIMITED TO FOOTINGS SUPPORTED BY PILES. FOOTINGS NOT SUPPORTED BY PILES, OR FARTHER THAN 4' FROM PILES MAY CONTINUE TO SETTLE AND MAY <br /> CAS H <br /> REQUIRE FURTHER REPAIR. <br /> -- 6. CONTRACTOR RESPONSABLE FOR REASONBLE' OBSERVATIONS OF ROT AND DECAY NEAR THE PROPOSED REPAIRS.AND SHALL NOTIFY THE ENGINEER OF RECORD IF THESE <br /> TECHNICAL SERVICES CONDITIONS ARE OBSERVED. <br /> 7. CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IF FOOTING DIMENTIONS DISCOVERED DURING EXCAVATION DIFFER FROM THOSE ASSUMED IN ENGINEERING DETAILS. <br /> 8. CONTRACTOR RESPONSABLE FOR PROVIDING ACURACE INFORMATION REGARDING DIMENTIONS OF STRUCTURE, NUMBER OF STORIES, USE OF STRUCTURE, FOOTING <br /> ENGINEERING PLAN DIMENTIONS, JOIST AND BEAM LENGTH,SPACING,AND DIRECTION, EXISTING CRACK, AND OTHER RELEVENT INFORMATION. <br /> 9. LOCATE OF ALL UTILITES SUCH AS POWER, NATURAL GAS, CABLE, PHONE, FIBER OPTIC, OR OTHER UNDERGROUND SERVICES IS REQUIRED. <br /> 10. CONTRACTOR SHALL NOTIFY ENGINEER OF UNUSUAL FRAMING CONDITIONS. <br /> 11. CONTRACTOR SHALL NOTIFY ENGINEER IF SITE CONDITIONS DO NOT MATCH DRAWINGS FOR ANY REASON. <br /> 12. FOOTINS SHALL BE 12"MINIMUM BELOW GRADE AT ALL POINTS. FOOTINGS AND STEM WALLS SHALL EXTEND 6"MINIMUM ABOVE GRADE AT ALL POINTS UNLESS ALL TIMBER <br /> WITHIN 6"OF GRADE IS PRESSURE TREATED FOR GROUND CONTACT. <br /> DRAWN BY: CASH M. CARR 13. CONTRACTOR SHALL, WHERE POSIBLE, EXTEND FOOTINGS A MINUMUM OF 6"ABOVE GRADE REGARDLESS OF LUMBER TYPE USED AND SHALL INSTALL FLASHING FROM EXISTING <br /> SIDEING TO 6"BELOW TOP OF FOOTING WHERE PRESURE TREATED FOR GROUND CONTACT TIMBER OR EXISTING TIMBER, IS WITHIN 6"OF GRADE. <br /> DATE: 1 1/2/2020 <br /> PAGE NUMBER: 2 ADDITOINALPOSTSUPPORT <br /> --T -71 <br /> 0 1 ' 2' 3' 4' 5' STRUCTURE PERIMETER <br /> � I 11..1 <br /> I 1 <br /> PROPOSED 3.5" DIA.SCEDULE 40 PIPE <br /> SCA : 1/4" = 1' COLUMN. <br /> SUPPORTED ON PILE CAP AND PIN PILE <br /> IJ <br /> te):1", J31111r114 <br /> ki <br /> y �� �'p w u- 0 <br /> :F klf <br /> i �Q ` . .J. ` PROPOSED 4x8 HF2 PERLEN q- <br /> r` `" �' . i ' w TO SUPPORT EXISTING EXTERIOR • -Q.----- <br /> Lt WALLS, FLOOR JOISTS a <br /> ` ' • <br /> + w INSTALL AS PER DETAIL A ¢ ry� <br /> 0 ,Q 0037r �yy DDITOINAL POST SUPPORT\ r�3-� N`-� <br /> �I L <br /> cS' t• R (3O , i <br /> ` ON ,'k �z�'� X y N...---F- PROPOSED 3.5"DIA.SCEDULE 40 PIPE <br /> N 2 STORY RESIDENCE <br /> w p v> COLUMN. <br /> � -4 SUPPORTED ON PILE CAP AND PIN PILE <br /> Z - 0 w <br /> O ce m <br /> w <br /> 0 O 0co Li- 0 Z <br /> o w N <br /> Uj <br /> 0 'Z-- Z 0 <br /> I Z I..-- Q <br /> i- >< !..,2,n w X w <br /> X w r <br /> w <br /> NORTH STRUCTURE PERIMETER I /� �r _7i <br /> \PROPOSED 3.5' DIA.SCEDULE 40 PIPE <br /> COLUMN. <br /> e + t c ADDITOINAL POST SUPPORT FOR SUPPORTED ON PILE CAP AND PIN PILE <br /> ocil <br /> OVERHANG LOADS <br /> ING POSTS. <br /> '� REOCEOMEEND THAT HOMES NOT REPLACE TOWN R REPLACE <br /> L j;. OR UPGRAD EXISTING FOUNDATION. <br /> ti <br /> 4 595'+ ,- <br />