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8 7 6 5 MMIIImw 4 3 2 <br />1 <br />CC <br />J <br />C <br />v <br />4 <br />24 - 91 /2 <br />55' - 81/8" <br />6 7/8" 61 30' - 3 3/4" 24' - 91/2" <br />TOP OF EXISTING PANEL 6'-03/4" 6'-03/411 6'-03/4" 6'-03/4" 6'-03/411 6'-0" 6'-0" 6'-0" 6'-0" 9 1/111, 3/4" <br />a► T/ ANEL OL <br />135 0 9116 — 35' 8" <br />—q—� _—.� —-Y --�, -—-- T.O.J. <br />—� — :— <br />i <br />133— 10 5/8" <br />CV <br />T <br />r <br />co <br />CV <br />O <br />(S:B:4: <br />_501 <br />ti <br />CV ' <br />P-13, ONE @ EACH END OF PANEL — <br />AND @ 5'-0" O.C. (4 EACH PANEL) <br />J. <br />5'-41/2" 9'-0" 4'-75/8" 3 " 4'-75/8" 9'-0" 4'-75/8" 3 " 4'-75/8" 9'-0" 4'-75/8" <br />19' — 01 /8" 3/411 18' — 31 /4" 1 18' — 31 /4" <br />3/4" <br />AREA "A" COLUMN LN 5 <br />1 /4" = 1'-0" <br />C? <br />O <br />{�1 <br />AM <br />CI <br />FI . FL. <br />EL. 1 0'-0" B <br />1" NON —SHRINK GROUT <br />PANEL ELEVATION NOTES: <br />1. SEE SHEETS S-001 & S-002 FOR "DESIGN CRITERIA" AND "GENERAL STRUCTURAL NOTES". <br />2. SEE SHEETS S-003 & S-004 FOR "SPECIAL INSPECTION NOTES". <br />3. ALL PANELS ARE Vc = 3,000 PSI NORMAL WEIGHT CONCRETE. <br />4. SEE DETAIL A2/S-531 FOR "TYPICAL PANEL REINFORCING AT OPENINGS". <br />5. SEE DETAIL B4/S-S-531 FOR ADDITIONAL REINFORCING AT LIFTING INSERTS. <br />6. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL PANEL INFO. <br />7. 1" GROUT BED AT BASE OF TILT PANEL <br />8. 8.5" PANEL THICKNESS TYP U.O.N. <br />J I I U Ly2TI1'4r_t:K% <br />..., 0 RE <br />e Haskell Company <br />HASKELL mI Rversi Avenue <br />202 <br />91-45 0 <br />Phone # (904) 791-4500 <br />Phone <br />D <br />Addendum #1 <br />4/16/2018 <br />B <br />P 1 <br />2/21 /2018 <br />REVISION DESCRIPTION <br />DRN. <br />REV. DATE <br />REV. <br />REVISION DESCRIPTION <br />DRN. <br />REV. DATE <br />DRAWN: <br />DESIGN FIRM 3401007 <br />CONTROL NO.: <br />8 <br />7 <br />6 <br />5 4 <br />CORPORATE ENGINEERING OFFICE <br />1322 CRESTSIDE DRIVE, SUITE 100 <br />COPPELL TEXAS 75019 <br />3 <br />WAREHOUSE EXPANSION <br />ZEPHYRHILLS NATURAL SPRING WATER <br />ZEPHYRHILLS, FLORIDA <br />The Information contained on this document is the sole property of NWI` <br />and may not be copied or disclosed to others unless authorized by NIM <br />DATE: I D.M.: I SCALE <br />2 <br />STRUCTURAL <br />PANEL ELEVATION <br />SIZE SHEET NO. <br />D S-201 <br />REV. NO. <br />