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8 7 6 5 4 3 2 1 <br />C <br />C <br />6 7 8 g 0�j <br />11 12 13 � 14 <br />30'-0" 30'-0" 30'-0" 30'-0" 30'-0"' 30'-0" 30'-0"' 30'-0" <br />12'-6., 17'-6" 2'-0" 28'-0" 2'-0" 28'-0" 30'-0" 18'-0" 12'-011 8'-0" 19'-611 2'-6" 19'-2112" 10,-91/211 1V-31/2" 18'-6" 21/2" <br />11 - nil" 9" - err <br />VARIES 9 5/8" TO 61/4" <br />4" <br />GRID 6 TO 11 <br />VARIES 6 1/8" TO 2 3/4" 3 1/2" <br />GRID 6 TO 11 <br />N <br />ALL WORKS ALLCOM LYWITH PREVAILING 14 FOUNDATION AND SLAB PLAN - WATER CORRIDOR <br />CODES FLORIDA BUILDING C 3/32" - 1'-0" <br />NATIONAL ELECTRIC CODE, <br />AND THE CITY OF ZEPHYRHILLS <br />ORDINANCES <br />T - 61/8" 51/2" <br />31 /2"1-2" <br />B - — COLUMN IN FOREGROUND AT SIM. <br />EXISTING WINDOW SYSTEM 1 { LINE OF EXISTING COLUMN, <br />i <br />AT FILLER ROOM SEE PLAN � i; r <br />NEW HSS COLUMN, SEE PLAN <br />EXISTING TS8x8 COLUMN, j I ! <br />SEE PLAN jij } LINE OF EXISTING CMU WALL, <br />I' SEE PLAN <br />EXIST. CONC. SLAB -ON- i 3 NEW CONCRETE SPREAD FOOTING <br />I <br />SILO GRADE W/ THICKENED } (F I FOUNDATION/SLAB, SEE PLAN I ? <br />i <br />FOUNDATION 1 - <br />LAB N, 1 <br />� � 6' - 91/8" CLR. <br />PLAN `" � <br />�_�_ <br />100 - o - <br />0 <br />- • - 7 <br />o <br />2 COMPACTED FILL. REMOVE EXIST. #4x2'4' DOWELS AT 24" O.C. DRILL <br />t <br />CONC. THICKENED SLAB BELOW - AND EPDXY DOWELS INTO EXIST <br />Al SECTION <br />Elevation 1 3/4" = 1'-0" <br />9 <br />1 NEW FOUNDATION <br />_._ _._ CONC. SLAB (12" EMBED.) WITH <br />I HILTI HIT-HY 200 ADHESIVE <br />1 ANCHORING SYSTEM (TYP. ALL <br />SIDES OF NEW FOOTING) <br />- EXIST. CONCRETE SLAB -ON -GRADE <br />8' - 6" 6 - MIL POLYETHELENE VAPOR <br />EXIST. TS8 RETARDER <br />COL. & FTG EXISTING CONCRETE FOOTING <br />BEYOND, SEE PLAN <br />q COL. & FTG. <br />3o° <br />1 1'-6" <br />L. <br />NEW HSS COLUMN, A�� <br />SEE PLAN NEW CONCRETE SPREAD FOOTING <br />FOUNDATION/SLAB, SEE PLAN <br />EXIST. CONCRETE SILO <br />SLAB -ON -GRADE 3" CLR. FOUNDATION <br />(TYP.) — - - - PLAN <br />100' - 0° <br />#4X2"-0"' DOWELS AT 24" O.C. DRILL � (4)-#5 TOP AND BOTTOM (CONY.) <br />c� WITH ACI STD. HOOK EACH END <br />AND EPDXY DOWELS INTO EXIST. <br />CONC. SLAB (12" EMBED.) WITH ®RETARDER <br />IL POLYETHELINE VAPOR <br />HILTI-HIT-HY 200 ADHESIVE <br />ANCHORING SYSTEM (TYP.) <br />#4 AT 16" O.C. TOP AND BOTTOM <br />A2 SECTION <br />Elevation I 1" = 1'-0" <br />FOUNDATION PLAN NOTES: <br />1. SEE SHEET S-001 THRU S-003 FOR "DESIGN CRITERIA" AND "GENERAL STRUCTURAL NOTES" <br />2. DESIGN ALLOWABLE BEARING PRESSURE (NET) IS 2500 PSF FOR SPREAD FOOTING SHALLOW FOUNDATIONS (PER SHEET S-7 OF <br />THE RECORD DRAWINGS FOR THE ZEPHYRHILLS BOTTLED WATER COMPANY) BEARING ON UNDISTURBED FIRM SUBGRADE SOIL. <br />3. PROVIDE NORMAL WEIGHT CAST -IN -PLACE CONCRETE WITH A MINIMMUM 28-DAY SPECIFIED COMPRESSIVE STRENGTH (f c) OF <br />3000 PSI FOR SPREAD FOOTING SHALLOW FOUNDATIONS/SLAB SHOWN ON THIS SHEET. <br />4. EXISTING FILLER ROOM WALL. <br />5. EXISTING MEZZANINE SUPPORT COLUMN ALONG FILLER ROOM WALL. <br />6. EXISTING CMU WALL. <br />7. EXISTING 8'-6" X 8'-6" X 1'-4" SPREAD FOOTING FOUNDATION AT EXISTING COLUMN. TOP OF EXISTING FOOTING ELEVATION = 98'-0" ±. <br />8. EXISTING 6" THICK CONCRETE SLAB -ON -GRADE (PER SHEET S-1 OF THE RECORD DRAWINGS FOR THE "ZEPHYRHILLS BOTTLED <br />WATER COMPANY) <br />9. NEW INTERIOR CONCRETE SPREAD FOOTING FOUNDATION/SLABS SHALL RECEIVE A STEEL TROWEL FINISH UNLESS NOTED <br />OTHERWISE. <br />10. NEW 8A 1/8" LONGx10'-0" WIDExl'-0" THICK CONCRETE SPREAD FOOTING FOUNDATION/SLAB WITH #5 @ 12" O.C. (MAX) EACH WAY <br />TOP AND BOTTOM WITH ACI STD. HOOK EACH END. CONNECT EACH SIDE OF NEW FOOTING TO EXISTING CONCRETE SLAB WITH <br />DOWELS DRILLED AND EPDXIED INTO THE EXISTING SLAB AS SHOWN ON A2/S-111A <br />11. NEW CONCRETE SPREAD FOOTING FOUNDATION/SLAB, SEE A1/S-111A AND A2/S-111A <br />11. NEW HSS COLUMN, SEE SHEET S-131 FOR SIZE. <br />13. CONTRACTOR SHALL PROTECT THE EXISTING FILLER ROOM WALLS DURING DEMOLITION OF CONCRETE FLOOR ON INSTALLATION C <br />NEW CONCRETE. <br />6.44468 <br />WAREHOUSE EXPANSION STRUCTURAL <br />HASKELL i,II IHaskellR Riverside I ZEPHYRHILLS NATURAL SPRING WATER FDNJ LAB LAN - WATER CORR. <br />STATE OF 11 F0 #11 7/30/2018 Jadcsomille,Florida32202 � ��o- aY - ZEPHYRHILLS, FLORIDA <br />Phone # (904) 791-4500 <br />dam' Q p The Information contained on this document is the sole property of NWNA SIZE SHEET NO REV. NO. <br />R1 12 ADDENDUM #4 8/02/201 8 and may not be copied or disclosed to others unless authorized by NWNA- — <br />COR'ORATE ENGINEERING O=FICE <br />s/ NALt 4V I REV- REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE DRAWN: DESIGN FIRM 3401007 22 FE T IDE DRIVE, SUITE 100 DATE D. SCALE D S 111A <br />iryr� <br />1� CONTROLNO.. 6OFIPELLTEXAS 75C19 <br />7 6 5 4 3 2 1 <br />ON <br />C� <br />go <br />