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HomeMy WebLinkAboutFoundation PlanAABBCCDDEEFFGGHHJJKKLLMMNNPP 11 22 33 44 55 66 77 88 99 1010 1111 1212 1313 1414 1515 1616 1717 1818 1919 2020 F36 C1 F36 C1 F36 C1 F36 C1 F36 C1 F36 C1 4" CONCRETE SLAB ON GRADE w/ 6x6-W2.0xW2.0 WWF OVER 4" CRUSHED STONE FIN. FLR. EL. +100'-0"11'-4 3/8"10'-6"10'-5 1/2"10'-6 1/2"10'-9 3/8"19'-2 1/2" 4" CONCRETE SLAB ON GRADE w/ 6x6-W2.0xW2.0 WWF OVER 4" CRUSHED STONE FIN. FLR. EL. +100'-0" 4" CONCRETE SLAB ON GRADE w/ 6x6-W2.0xW2.0 WWF OVER 4" CRUSHED STONE FIN. FLR. EL. +101'-0" 1 S-300 1 S-300 1 S-300 2 S-300 2 S-300 1 S-300 3 S-300 FIN. FLR. EL.+99.75' 4 S-300 (TYP.) 2'-0" F20.12 (+98.00')F20.12 (+98.00')F20.12 (+98.00') 5 S-300 5 S-300 5 S-300 8" CONC. WALL 8" CONC. WALL 1. 2. 3. 4. 5. 6. 7. 8. 9. NOTES SEE PLAN FOR FINISHED FLOOR ELEVATION RELATIVE TO DATUM ELEVATION 0.00' (ACTUAL ELEVATION ___'). SEE ARCHITECTURAL DOCUMENTS FOR ALL SLOPES AND VARIANCES FROM 0.00'. +/- ___' INDICATES TOP OF SLAB ELEVATION RELATIVE TO DATUM ELEVATION 0.00'. ( ) INDICATES TOP OF FOOTING ELEVATION RELATIVE TO DATUM ELEVATION 0.00'. TOP OF PIER ELEVATION [-0.67'] RELATIVE TO DATUM ELEVATION 0.00', UNLESS NOTED THUS [ ]. SEE ___ FOR COLUMN, PIER, FOOTING AND GRADE BEAM SCHEDULES AND PILE CAP INFORMATION. FOUNDATIONS, COLUMNS AND PIERS ARE CENTERED ON THE GRID LINE, UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT INDICATED. { } INDICATES APPROXIMATE BOTTOM OF EXISTING FOOTING ELEVATION RELATIVE TO DATUM ELEVATION 0.00'. (*) INDICATES BOTTOM OF FOOTING ELEVATION TO MATCH BOTTOM OF EXISTING FOOTING ELEVATION. consultant project title seal project no. sheet title drawn client issue date checked 10 South Eighth Street Minneapolis, MN 55402 t 612_339-2257 sheadesign.com 450 EAST 96th STREET SUITE 175 INDIANAPOLIS, INDIANA 46240 PHONE: 317.580.0402 WWW.O-N.COM PERMIT DRAWINGSPERMIT DRAWINGS 05/10/202305/10/2023 5/15/2023 4:00:09 PMAutodesk Docs://0361.0006.00/0361.0006.00 Struct O-N R22.rvt8778.00 KLS TMM FOUNDATION PLAN S-100 © 2023 shea, inc. DEMO PERMIT 2023-04-12 ABDERDEEN 150 W. 96TH STREET INDIANAPOLIS, IN 46260 SCALE: 1/4" = 1'-0" FOUNDATION PLAN COLUMN FOOTING SCHEDULE (2,000 PSF SOIL BRG. PRESSURE)COLUMN FOOTING SCHEDULE (2,000 PSF SOIL BRG. PRESSURE) MARKMARK DIMENSIONSDIMENSIONS REINFORCINGREINFORCINGLENGTHLENGTHWIDTHWIDTHTHICKNESSTHICKNESS F36 3'-6"3'-6"2'-0"(4) #4 EWB COLUMN SCHEDULECOLUMN SCHEDULE MARKMARK SIZESIZE BASE PLATEBASE PLATE ANCHOR RODSANCHOR RODS REMARKSREMARKS C1 HSS5x5x3/8 3/4x12x1'-0"(4) 3/4"Ø no.date issued for