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A 5 and F, INC. <br />24110 SR 54 LUTZ, <br />FLORIDA SSW <br />GA 1662 <br />EX 15T I NG COND I T I ON5 <br />A FOOTING ►W(2) #5 REBAR <br />B FILLED K.O. BLOCK W(l) #5 REBAR <br />5TEF5: <br />5AW GUT FAGS OF BLOCK 5 1/2 GOARSES UP ® BASE <br />ABOVE FOOTING <br />5AW OUT FACE OF BLOCK 5 1/2 COARSE5 DOWN ® TOP <br />2 BELOW K.O. LAYER <br />DRILL AND EPDXY 50" LONG #5 REBAR W/b" MIN EMB. PER <br />SIMPSON SET EPDXY RECOMMENDATIONS INTO FOOTING <br />DRILL AND EPDXY 50" LONG #5 REBAR A/W MIN EMB. PER <br />4 51MPSON SET EPDXY RECOMMENDATIONS INTO K.O. LAYER <br />5 INSTALL #5 REBAR IN/25" LAP a TOP AND BOTTOM <br />6 FORM AND POUR Al 2500 PSI CONCRETE <br />THESE DRAWIN65 ARE AN INSTRUMENT <br />OF SERVICE BY A 5 and E, INC. USE OF <br />THESE PLANS, REPRODUCTIONS OF THESE <br />PLANS, BE IT WHOLE OR IN PART, FOR <br />ANY PURPOSE, 15 PROHIBITED UNLESS <br />WRITTEN PERM155ION 15 &RANTED BY AN <br />OFFICER OF A 5 and E, INC. <br />RETROFIT FILLED CELL DETAIL <br />SCALE : 1/4" = 1'-0" <br />DATE : <br />6/22/2020 <br />REVISION: <br />SCALE : <br />AS NOTED <br />DRAWN BY: <br />ASdE <br />PROJECT NO.: <br />20-065 <br />SHEET DESCRIPTION : <br />AS SHOWN <br />DELAMORA ABRAHAM SERVIN <br />5843 IRTH STREET, ZEPHYRHILLS, FL <br />ROBERT W. WALL, P E. <br />License No.: 46021 <br />IT 15 THE OPINION OF THE ENGINEER THAT THE <br />DESIbN GONTAINm WITHIN THESE PLANS AND <br />SPECIFICATIONS WAS PERFORMED IN <br />ACCORDANCE WITH eTH mirloN (2on) <br />FLORIDA BUILDINb GODS -SECTION 1609. THE <br />WIND DESIbN rugs GONDUGTm uSINb ASGE <br />T-lo. <br />THE ENGINEERS SEAL PERTAINS ONLY TO THE <br />STRUCTURAL PORTION OF THIS SET OF DESIbN <br />DRAWINGS AND 15 ONLY VALID FOR 12 MONTHS <br />AFTER THE DATE IT 19 SIGNED AND SEALED. <br />S2 <br />