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3 <br />4 5 <br />C <br />1 ; I <br />(AA.5) <br />I � <br />I <br />I <br />I <br />T/FTG. 11' - 0" <br />95' - 4" <br />--------=--------- — — — — — <br />Al <br />S-531 <br />I I I I <br />"VERIFY DIMENSION WITH <br />EQUIPMENT PURCHASED I I I ** <br />I I <br />I a l <br />I� I <br />A2 <br />� I I— <br />B I I �lal <br />I I <br />I <br />T/FTG. T/F T/FTG. <br />95' - <br />"0 <br />C3 <br />Al I S-501 <br />S-531 <br />-- —-------CF3.—------- --J I <br />e a <br />C4 <br />S-501 <br />13.5" 13.5" <br />COWw o <br />18'-0" <br />71' - 8 3/4" <br />CONT WALL FOUNDATION SCHEDULE <br />Type <br />Width <br />Length <br />Thickness <br />Reinforcing <br />Comments <br />CF3.0 <br />3' - 0" <br />- <br />1' - 0" <br />446 BOT 10" O.C. W/ #4 TRANS. 14" O.C. <br />EV. REVISION DESCRIPTION <br />8 7 6 <br />\ w <br />III w <br />o , <br />i� <br />o j <br />(� -SLOPE— — — <br />SLOPE 1/4" FT <br />i <br />w w 12 <br />' OJ <br />(n <br />a LL <br />o o <br />T/S LAB -' <br />99' - 71 /2" <br />'floor 4/- <br />1/4" FT'SLQPF <br />SLOPE 1/4" FT <br />(V C) <br />M /� <br />� <br />CL <br />pp <br />c/) <br />30'-0" I <br />I I <br />I I <br />I I <br />I I <br />7" THICK CONCRETE SLAB ON GROUND OVER 10 MIL VAPOR I <br />RETARDER W/ #4 BARS @ 24" O.C. CENTERED IN SLAB <br />T/SLAB EL=100'-0" <br />I I <br />41' -10" <br />T/SLAB , <br />100' - 0" <br />T/SLAB�- <br />99' - 71/2" <br />;I- <br />18'-2" <br />7" THICK CONCRETE SLAB ON GROUND OVER 10 MIL VAPOR RETARDER <br />W/ #4 BARS @ 24" O.C. CENTERED IN SLAB T/SLAB EL=100'-0" <br />I <br />hub 4 <br />T/SL- ABA <br />100' - 0" <br />I <br />19'X19' SLAB DEMO <br />4'-5" <br />AROUND SUMP <br />0 <br />0 <br />c2 M o <br />S-501 1 <br />CV <br />I <br />1000 GALLON SUMP, SEE <br />MECHANICAL FOR SIZING <br />C1 <br />S-501 <br />0 1/4" FT SLOPE <br />1, SLOPE 1 FT <br />04 <br />i- w <br />zo <br />wa <br />OJ <br />18' -101 /8" <br />uy- <br />1 /4" FT <br />SLOPE <br />F_ <br />U_ <br />4'-11/8" 14'-91 j� <br />,(2) #5 X 4'-0" LG BARS <br />60' - 0" <br />T/SLAB-� I <br />100'-0" <br />T/SLAB � <br />99 - 9 7/8" 1 <br />1 <br />D <br />PRE -FABRICATED TRENCH <br />I <br />I <br />(2) #5 X 4'-0" <br />LG BARS <br />I <br />T/SLAB I <br />100, - 0" <br />CV <br />`- <br />a <br />o <br />---1 <br />U) <br />Irr <br />CO <br />-""I <br />T/SLAB <br />1 <br />99 - 615/16" <br />ED <br />2 - 4 3/8" <br />T/SLAB j. <br />20' -11" <br />100' - 0" 20' - 2 7/8" <br />SLOPE <br />1 1/4" FT <br />SLOPE <br />C' <br />C <br />1/4" FT <br />SLOPE <br />1/4" FT <br />to <br />T/SLAB <br />III <br />U- <br />99' - 615/16" <br />n� <br />\ <br />I <br />LU <br />hub 3 <br />0,, <br />ti <br />I �01- <br />SLABTf/7�� _ <br />99' 8 7/8„ hub 1 '� <br />00 <br />A4 0 - T/SLAB <br />8 - 6 floor 5 <br />S-501 "' 100' - 0" <br />� 8' - 9" <br />N 1/4" FT SLOPE <br />SLOPE renc 1/4" FT <br />U_a 20 <br />= o �\ <br />3 21 2 <br />I 30'-0" I <br />EXISTING <br />WAREHOUSE <br />tv s <br />C <br />F <br />FOUNDATION PLAN NOTES: I `J <br />1. SEE SHEETS S-001 & S-002 FOR "DESIGN CRITERIA" AND "GENERAL STRUCTURAL NOTES". AREA "B" <br />N 2. SEE SHEETS S-003 & S-004 FOR "SPECIAL INSPECTION NOTES". <br />3. REF. FIN. ELEVATION = CIVIL <br />FOUNDATION & SLAB PLAN 4. OP OF XTOERIOR OR FOOTING ELE ATIO STSEE PLAN.UAL EL. 84.67' SEE CIVIL DWGS. <br />1/8" = 1'-0" 5. SEE S-501 FOR FOOTING SCHEDULE. AREA "C" <br />6. SEE ARCHITECTURAL DWGS. FOR WALL AND BOLLARD LOCATIONS. <br />7. SEE PLUMBING AND ELECTRICAL DWGS. FOR UNDER SLAB COMPONENTS. <br />D Addendum #1 <br />B PI <br />DRN. REV. DATE REV. REVISION DESCRIPTION <br />5 <br />8. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALL CENTERLINES, TYP. UON. N <br />9. SEE ARCH. FOR PIPING SLAB DEMO DIM. <br />WAREHOUSE EXPANSION STRUCTURAL <br />40$�HASKELL The Haskell <br />Jacksonvllb, Florida 32202 <br />r '' /'F <br />ZEPHYRHILLS NATURAL SPRING WATE <br />ZEPHYRHILLS, FLORIDA <br />FOUNDATION &SLAB PLAN <br />4/16/2018 <br />Phone # (904) 791-4500 <br />2/21 /2018 <br />The Information contained on this document is the sole property of N <br />SIZE <br />SHEET NO. <br />REV. NO. <br />CORPORATE ENi_!NEERING OFFICE <br />i3« CRESTSIDE DRIVE, ELITE 1i00 <br />and may not be copied or disclosed to others unless authorized by <br />D <br />S-111 <br />DRAWN: <br />DESIGN FIRM <br />DATE: <br />D.M.: <br />SCALE: <br />DRN. <br />REV. DATE <br />3401007 <br />CONTROL NO.. <br />COPPELL TEXAS 75019 <br />4 <br />3 <br />2 <br />