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HomeMy WebLinkAboutStructural_S1.011' - 0"10' - 0"92' - 5"46' - 10"55' - 5"66' - 10" 15' - 0"25' - 5"15' - 0" x12 x12 x10 4' - 7"15' - 0"7' - 6 3/8"8' - 4 7/8"4' - 10 3/8" 2' - 6 5/8" 15' - 0" 8 3/4" 4" x8 x8 x7 x7 x6.5 x6 x5 x2 x1 x1 5.5 xA xB xC xD xE xF 1' - 0"10' - 0"17' - 9 3/4"16' - 4 1/2"23' - 8"23' - 0"6 3/4"x11 x9 x4 x3 1' - 0"23' - 4 1/4"1' - 0 3/4" A A 1 1 2 2 3 4 5 6 7 8 F 2.2 14' - 1 1/8"13' - 0 1/4"18' - 11 1/4"11' - 1"1' - 6 3/8" 4' - 4" 169' - 1" B B C CBRACED FRAMEBRACED FRAMEBRACED FRAMEBRACED FRAME(E) MRI CASSETTE TO REMAIN E D 1' - 7 5/8" 30' - 8"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 8"1' - 7 5/8"1' - 7 5/8"10' - 10"13' - 3 1/4"7' - 6 3/8"1' - 7 5/8"24' - 1 1/4"6' - 1 5/8"17' - 1 1/8"20' - 0"1' - 7 5/8"10' - 10"13' - 3 1/4"1' - 7 5/8" 34' - 10 3/16"1' - 2 9/16" 30' - 8"4' - 2 3/16" 4' - 6 1/4" ELEV. PIT EL. 96'-0" 4" CONC. SLAB ON GRADE TOP OF SLAB EL. 100'-0" 4" CONC. SLAB ON GRADE TOP OF SLAB EL. 100'-0" F3.0 EL. 97' - 4" F3.0 EL. 97' - 4" F3.0 EL. 97' - 4" F3.0 EL. 97' - 4" F4.0 EL. 97' - 4" F6.0 EL. 97' - 4" F6.0 EL. 97' - 4" F6.0 EL. 97' - 4" F6.0 EL. 97' - 4" F6.0 EL. 97' - 4" F3.0 EL. 97' - 4" F7.5 EL. 97' - 4" F6.0 EL. 97' - 4" F6.0 EL. 97' - 4" F7.5 EL. 96' - 8" F6.0 EL. 97' - 4" F7.5 EL. 96' - 8" F6.0 EL. 97' - 4" F7.5 EL. 97' - 4" F6.0 EL. 97' - 4" F7.5 EL. 97' - 4" F6.0 EL. 97' - 4" F6.0 EL. 97' - 4" F6.0 EL. 97' - 4" A S6.01ELEV.B S6.01ELEV.214' - 7 1/4"70' - 7 1/4"33' - 3 1/4"5' - 6"20' - 4"4' - 2"2' - 0"7 S3.01 7 S3.01 8 S3.01@ DOORS8 S3.01@ DOORS8 S3.01@ DOORS8 S3.01@ DOORS8 S3.01@ DOORS8 S3.01@ DOORS8 S3.01@ DOORS10 S3.01 10 S3.01 1' - 1 5/8"11 S3.01 11 S3.01 11 S3.01 11 S3.01 1' - 1 5/8"1' - 1 5/8"1' - 3 5/8"11 S3.01 13 S3.01@ COL.14 S3.01 15 S3.01 F24 EL. 99' - 4" F24 EL. 99' - 4"10' - 0"33' - 8"43' - 8"48' - 9"4"9' - 9 1/4" 2' - 10 13/16"24' - 11 5/8"16' - 0 7/16" 6' - 2 3/8"18' - 11 1/4"4' - 10 3/8"7' - 0 1/4"4"4"(E) F4 EL. 97' - 4" (E) F4 EL. 97' - 4" F24 EL. 97' - 4" (E) 3' - 3 5/8" P24 P24 P24 P24 P24 P24 1' - 0"1' - 0"15' - 3"21' - 6"17' - 7" 8 3/8" Y Z 11' - 2 7/8"13' - 11 3/8"12' - 9 1/4"10' - 9 1/2"20 22 23 25 27 28 1' - 9 3/4" 10' - 10 1/4"10' - 6 1/2"6' - 4 7/8"12' - 5 1/4"12' - 2 1/8"1 1/4" 21 24 26 2' - 0 1/8" 10' - 7 7/8"10' - 9"6' - 1 5/8"12' - 6"12' - 2 1/8"1 1/4" F3.0 EL. 99' - 4" F3.0 EL. 99' - 4" TYP. TYP.43' - 8"FOUNDATION NOTES 1. REFERENCE ELEVATION 100'-0" = U.S.G.S. EL._______ (NAVD 1988). 2. FOOTINGS SHALL BE FOUNDED ON NATURAL STIFF TO VERY STIFF COHESIVE SOILS OR ON ENGINEERED FILL AT THE ELEVATIONS SHOWN WITH A DESIGN BEARING CAPACITY OF 2,000 PSF. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER FOR THE BEARING CAPACITY INDICATED ABOVE PRIOR TO PLACING CONCRETE. 3. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE SOFT OR WEAKENED SOIL WITH CLASS IV CONCRETE. 4. ELEVATIONS SHOWN AT FOOTINGS ARE TOP OF FOOTING ELEVATION (T.O.F.). 5. ALL EXTERIOR FOOTINGS TO BEAR MIN. 3'-0" BELOW ADJACENT GRADE. ADJUST BOTTOM OF FOOTING AS REQUIRED. 6. INDICATES FOOTING STEP, SEE DETAIL . 7. ALL EXTERIOR T.O.F. EL. = 97'-4", U.N.O. 8. ALL INTERIOR T.O.F. EL. = 99'-4", U.N.O. 9. TOP OF PIER ELEVATION (T.O.P.) EL. = 99'-4", U.N.O. 10. ALL CONCRETE PIERS SHALL BE TYPE P20, U.N.O. SEE DETAIL FOR ADDITIONAL INFORMATION. 11. FLOOR CONSTRUCTION = 4" THICK CONCRETE SLAB ON GRADE REINFORCED WITH SYNTHETIC FIBER REINFORCING, U.N.O. SEE DETAIL AND FOR TYPICAL CONCRETE SLAB-ON-GRADE CONSTRUCTION. 12. TOP OF SLAB EL. (T.O.S.) = 100'-0", U.N.O. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR MINOR DEPRESSIONS AND SLOPES TO DRAINS. 13. PROVIDE THICKENED SLAB PER DETAIL UNDER ALL CMU WALLS WHICH ARE NOT ON FOOTINGS, AND UNDER STAIR POSTS AND STRINGERS. SEE ARCHITECTURAL DRAWINGS FOR LOCATION. 14. INDICATES 8" CMU WALLS REINFORCED WITH #5 @ 32" o.c. VERTICAL REINFORCING STEEL. ALL CMU WALLS SHALL BE REINFORCED WITH A MINIMUM #5 @ 32" o.c. VERT., U.N.O. GROUT CORES 100% SOLID AT VERT. REINFORCING LOCATIONS. SEE DETAIL FOR ADDITIONAL INFORMATION. 15. SEE SHEET S0.0 FOR GENERAL STRUCTURAL NOTES. 16. SEE SHEET S0.1 FOR COLUMN SCHEDULE. 17. SEE FOR TYPICAL FOOTING EXCAVATION CLEARANCE REQUIREMENTS. 18. SEE FOR TYPICAL UNDERGROUND PIPE OR CONDUIT UNDER FOOTING CONSTRUCTION. 19. SEE FOR TYPICAL UNDERGROUND PIPE OR CONDUIT THROUGH FOOTING CONSTRUCTION. 20. CANTILEVERED RETAINING WALLS HAVE BEEN DESIGNED FOR AN EQUIVALENT LATERAL FLUID PRESSURE OF 40 PCF. BACKFILL AGAINST ALL RETAINING WALLS SHALL CONSIST OF FREE DRAINING GRANULAR MATERIAL FOR FULL HEIGHT OF THE WALL. MINIMUM THICKNESS OF GRANULAR BACKFILL MATERIAL SHALL BE 2'-0". COORDINATE BACKFILL REQUIREMENTS WITH RECOMMNEDATIONS IN THE GEOTECHNICAL REPORT. 21. BASEMENT WALLS HAVE BEEN DESIGNED FOR AN EQUIVALENT LATERAL FLUID PRESSURE OF 55 PCF. BACKFILL AGAINST ALL BASEMENT WALLS SHALL CONSIST OF FREE DRAINING GRANULAR MATERIAL FOR FULL HEIGHT OF THE WALL. MINIMUM THICKNESS OF GRANULAR BACKFILL MATERIAL SHALL BE 2'-0". COORDINATE BACKFILL REQUIREMENTS WITH RECOMMNEDATIONS IN THE GEOTECHNICAL REPORT. 22. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS RELATED TO EXISTING BUILDING PRIOR TO START OF NEW CONSTRUCTION. 8S532 /1.3 S3.01 /1.1 S3.01 /1.2 S3.01 /1.4 S3.01 /3 S3.01 /2 S3.01 /4 S3.01 /3 S3.01 /2 S0.01 STRUCT CONCEPTUAL DESIGN FOR REVIEW SCHEMATICS DESIGN DEVELOPMENT WORKING DRAWINGS NOT FOR CONSTRUCTION PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY:PRELIMINARYNOT FOR CONSTRUCTION© 2021 M+A Architects PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: PROJECT NUMBER: Sheet Name: DATE: SHEET NUMBER: REVISION: STATUS: 2021-0012 <YYYY.XXX> FOUNDATION PLAN DD MONTH YYYY S1.01MEDVET CARMEL - ANIMALHOSPITAL<650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032 |>VOLUME1 - SITEWORK AND FOUNDATIONS NEB JPF WRH 0'4'8'2'1' SCALE: 1/8" = 1'-0"A FOUNDATION PLAN NCONTINUOUS FOOTING SCHEDULE Mark Width Thickness Reinforcement F24 2' - 0" 1' - 0" 2 #4 CONT.