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SCHNEIDER, PE ON 10118/22. <br />PRINTED COPIES OF THIS DOCUMENT ARE <br />NOT CONSIDERED SIGNED AND SEALED AND <br />THE SIGNATURE MUST BE VERIFIED ON <br />ELECTRONIC COPIES. <br />1 <br />ISSUED FOR CONSTRUCTION <br />07/15/22 <br />AAT <br />BES <br />WLK <br />LEF <br />AJD <br />0 <br />ISSUE FOR PERMIT <br />06/24/22 <br />AAT <br />WLK <br />BES <br />LEF <br />AJD <br />REV <br />REVISION DESCRIPTION <br />DATE <br />DRWN <br />DSGN <br />CHKD <br />QC <br />JAPPD <br />GRID <br />12'-0" <br />2 FOUNDATION PLAN <br />6004-SC-00-100 SCALE: 3/8" = V-0" <br />#4 @ 9 OC, EW, T & B <br />r <br />N <br />GRID <br />2- -3-1 1'-011 3/4 AB <br />#4 TIE SETS <br />SEE DETAIL 2 ON SHEET <br />1 6004-SC-00-502 FOR <br />CONCRETE SLAB v <br />6004-SC-00-500 <br />CLASS B LAP <br />4 <br />I I <br />I I <br />I C <br />1 6004-SC-00-501 <br />\\ #4 @ 12' <br />CAST T-3" SQ x 2" THK MASS <br />j CONCRETE (1,500 PSI) AROUND <br />THE PEDESTAL <br />L L <br />WEEP HOLES (2 SIDES) <br />#5 DOWELS N 1 <br />B SECTION <br />6004-SC-00-501 SCALE: 1/2" = V-0" <br />6004-SG-00-004 STANDARD ANCHOR RODS <br />REF. DWG. NO REFERENCE DRAWING TITLE <br />co <br />COMPACT SUBGRADE PER <br />THE RECOMMENDATIONS <br />FOUND IN THE <br />GEOTECHNICAL REPORT <br />!fHlo''''• <br />NM 712a,2 <br />s t - <br />AZ <br />:4. <br />.• <br />NOTE: REMOVE ALL <br />STANDING WATER <br />BEFORE GROUTING <br />BASEPLATE <br />H <br />GRID o <br />A <br />6004`-SC-000-501 <br />V <br />2" CLR <br />J <br />6'-0" <br />1 <br />2'-6" <br />19 <br />N <br />(4) 3/4-AB-P-27-5 (DN) <br />3 FOUNDATION PLAN <br />6004-SC-00-100 SCALE: 3/8" = V-0" <br />2'-6" <br />;` O O �/O OQR <br />O <br />• O (20) #5, EQ SPACED <br />(6 EA FACE) <br />L <br />pm <br />o <br />0 0 0 0Fe <br />C REBAR PLAN <br />6004-SC-00-501 SCALE: 1" = V-0" <br />vvr <br />®F❑ MERRICK' <br />WHIMINIG-TURNER <br />MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: SCALE: <br />#4 TIE SETS <br />6 1/2" SQ x 4" DEEP <br />GROUT POCKET AT <br />Q <br />DETAIL 1 ONLY <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />STRUCTURAL <br />FOUNDATION DETAILS <br />REVISION: DRAWING NO.: SHEET NO.: <br />1 6004-SC-00-501 1 OF 1 <br />1 <br />3 <br />C! <br />5 <br />C: <br />7 <br />0 <br />A B C D E F G H <br />J <br />