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9' - 0"SAW CUT 10" BELOW BRICKEXISTING FOUNDATION8' - 2"0' - 4"0' - 10"2' - 4"2" MIN. COVER1' - 2"4" PERFORATED DRAIN TILE TO SUMP PIT(3) #4 BARS IN FTG.GRAVEL FILL4" CONCRETE SLAB W/ WIRE MESH REINFORCEMENT#5 BAR VERT. 6'-0" O.C.#5 BAR HORZ. SPACED EVENLYNEW 14" CAST CONCRETE FOUNDATION WALL1" GROUT JOINT TO JOIN NEW FOUNDATION TO EXISTINGEXISTING FOUNDATION TO MOVE WITH HOUSE, 10" EXPOSURE PROPOSED GRADE TO SLOPE AWAY, 2% MIN.0' - 10"0' - 4"EXISTING HOUSE STRUCTURE TO REMAIN T.O. SLAB90' -0"B.O. FTG88' -10"T.O. FDTN97' -7"FIN. GRADE98' -2"FIN. FLOOR100' -0"PORCH FIN.99' -8"FOUNDATION POCKET FOR MOVING BEAMS:CONTRACTOR TO CAST 16-18 POCKETS INTO FOUNDATION TO ACCOMMODATE HOUSE MOVING STEEL BEAMS. BEAMS TO BE REMOVED ONCE HOUSE IS SET ON NEW FOUNDATION. POCKETS TO BE INFILLED WITH CMU BLOCK. CONTRACTOR TO COORDINATE WITH HOUSE MOVING COMPANY ON FINAL POCKET LOCATIONS8x8 WOOD COLUMN, TYP.FIBER CEMENT TRIM, TYP.8x8 WOOD COLUMN, TYP.6" FIBER CEMENT TRIM BOARD, TYP.GRADE4" FIBER CEMENT TRIM BOARD. ALIGN TOP OF BOARD VERTICALLY WITH CAST STONE BRICK CAP BEYOND, TYP.4" FIBER CEMENT TRIM BOARD. ALIGN WITH BOTTOM OF PORCH WALL2ND FLOOR PORCH ABOVEALIGNALIGNCOL. WIDTH0' - 7 1/2"0' - 2"0' - 2"0' - 6"0' - 4"0' - 4"© COPYRIGHT 2024KIL ARCHITECTURE / PLANNINGDATE:Project NumberTHIS DOCUMENT AND THE DESIGN IS THE PROPERTY OF KIL ARCHITECTURE / PLANNING AND THE USE IS LIMITED TO THE SPECIFIED PROJECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THIS DOCUMENT AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. THIS DOCUMENT MAY NOT BE REPRODUCED, COPIED OR USED WITHOUT THE WRITTEN PERMISSION OF KIL ARCHITECTURE / PLANNING.1126 LINCOLNWAY EASTSOUTH BEND, IN 46601GREGORY A. KILARCHITECTNCARB, AIAPHONE: (574) 288 - 2654www.kilarchitecture.comPRELIMINARYFOR BIDDINGA5.1Construction DocumentsJANUARY 31, 2024KAP. 23022FOUNDATIONDETAILSPOLEDORHOUSEMOVE402 W. Navarre StreetSouth Bend, IN 46616SCALE:1 1/2" = 1'-0"1TYP. WALL SECTION04"8"1'-4"SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"3TYPICAL COLUMN DETAILSCALE: 1 1/2" = 1'-0"2TYPICAL COLUMN DETAILNo. Description Date