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2023 Larson Engineering, Inc. All rights reserved. <br />Sheet Title: <br />Checked by: <br />Drawn by: <br />Project No: <br />No:Date:Description: <br />Date: <br />Revisions: <br />Sheet No: <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />PRINT NAME: BRANDON CLARK <br />SIGNATURE: <br />DATE: 08/21/2023 LIC. NO: 60507 <br />08/21/2023 <br />BC <br />DJC <br />11230536 <br />S1 <br />FOUNDATION PLAN2785 SHADYWOOD ROADORONO, MN 55331KOSKIE RESIDENCEOPEN TRENCH <br />SLAB ON GRADE <br />UNEXCAVATED (TYP) <br />UNEXCAVATED <br />UNEXCAVATED <br />FOOT GRILLE ABOVE <br />-DRAIN TO DAYLIGHT <br />SUMP28'-0"44'-0"60'-0"86'-0"23'-4"15'-4"7'-9"10'-6"7'-9"16'-6"12'-0"15'-6" <br />40'-6 1/2"41'-1 1/2"3'-0"16'-0"2'-4"2'-11"16'-2" M.O.2'-11"9'-2" M.O.1'-5" <br />4'-0"22'-0"14'-0" <br />40'-0" <br />3'-5" <br />2'-0"2'-4" <br />2'-4"3'-0"14'-8"18'-0"36'-0"5'-4"3'-10" <br />11'-11 1/2"4'-0"8" EXTERIOR FDN WALL (TYP) <br />6" STEM WALL (TYP) <br />1'-8" FTG (TYP) <br />2" LEDGE (TYP)5'-0"2'-0"1'-4"26'-0"23'-4"24'-11"2'-8" M.O.12'-0"29'-2"5'-0"1'-4"2'-0"1'-4"BUTTRESSBUTTRESS6'-0"SLAB ON GRADE <br />UNEXCAVATED (TYP)FACE OF STONEVENEER (ABOVE)11 1/2"4'-0"PROVIDE SLEEVING <br />THROUGH FDN AS <br />NECESSARY FOR <br />IN-FLOOR HEAT (TYP) <br />11'-11 1/4"6 1/2"3'-5 1/2"10" FDN WALL <br />6" STEM WALL <br />1'-8" FTG <br />2" LEDGE <br />2" LEDGE <br />8" FDN WALL <br />10" FOUNDATION WALL6" STEM WALL1'-8" FTG2" LEDGE2" LEDGE2'-0"8" EXTERIORFDN WALL (TYP) <br />6" STEM WALL (TYP) <br />1'-8" FTG (TYP) <br />2" LEDGE (TYP) <br />1 1/2" <br />6" FDN WALL 6" FDN WALL <br />6" FDN WALL6" FDN WALL6" FDN WALL6" FDN WALL12'-3 1/2"7'-10 1/2"6'-8 1/4"1'-6 1/2"4'-0"4'-6 3/4"14'-11"11'-10" <br />8" CONC WALL w/ (3) <br />#4 HORIZ & #4 AT 48" <br />OC VERT (TYP.) <br />10" CONC WALL w/ (3) #4 <br />HORIZ & #4 AT 48" OC <br />VERT (3-SIDES OF PORCH) <br />1'-8" x 8" DP FTG w/ (2) <br />#4 CONT (TYP.) <br />1'-8" x 8" DP FTG w/ (2) <br />#4 CONT (TYP.) <br />2'-3"x2'-3"x12" DP FTG w/ <br />(3) #4 EA WAY, BOTT <br />2'-3"x2'-3"x12" DP FTG w/ <br />(3) #4 EA WAY, BOTT <br />1 <br />S6 <br />1 <br />S6 <br />1 <br />S6 <br />1 <br />S6 <br />A <br />S6 <br />1 <br />S6 <br />1 <br />S6 <br />1 <br />S6 <br />1 <br />S6 <br />1 <br />S6 <br />1 <br />S6 <br /> FOUNDATION PLAN <br /> 1/4" = 1' - 0" <br />1 <br />S1 <br />SEE SHEETS S4 AND S5 FOR HOLD-DOWN <br />LOCATIONS AND BRACED WALL DESIGN <br />FOUNDATION PLAN NOTES: <br />CONTRACTOR SHALL VERIFY ALL DIMENSION, ELEVATION, AND MEMBER SIZE INFORMATION. <br />ALL REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS AND INTERSECTIONS. SEE DETAIL 2/S6. <br />STEPPED FOOTINGS SHALL CONFORM TO DETAIL 3/S6. <br />1. <br />2. <br />3.24" OC ANCHORBOLT SPACING24" OC ANCHORBOLT SPACING4" CONC SLAB W/ <br />6" COMPACTED GRANULAR <br />FILL BELOW (TYP) <br />4" CONC SLAB W/ <br />6" COMPACTED GRANULAR <br />FILL BELOW (TYP) <br />3 <br />S8 <br />2 <br />S8 <br />1 <br />S8 <br />N <br />All footings 20x8 with 2 #4 bars