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/1 <br />A <br />Al <br />E <br />F <br />G <br />z <br />J <br />1 <br />r <br />z <br />z1--: <br />Oz <br />�w <br />o� <br />w <br />w¢ 2 <br />O <br />�a <br />a= <br />_it <br />i- w <br />LLm <br />O <br />Uw <br />zm <br />0 a - <br />za <br />ww <br />X w <br />w 0 <br />z Z <br />O0 <br />0 <br />W <br />d <br />?z 3 <br />of¢ <br />00 <br />w w <br />J U <br />0=) <br />z_ a. <br />ww <br />U m <br />- <br />W <br />0z <br />U- � <br />wZ <br />J 0 <br />m U <br />�w <br />�m <br />U) 0 4 <br />wW <br />mY <br />O U <br />H22 <br />w W <br />�w <br />z� <br />w O <br />W~ <br />a- <br />w- <br />o� <br />0~ <br />w:s <br />0 O <br />z� <br />z� <br />zo <br />o¢ 5 <br />z�e <br />�N <br />�w <br />-w <br />� J <br />U 0 <br />wU) <br />Wa <br />aw <br />0 z - <br />w <br />z 0 <br />E: w <br />w= <br />0 � <br />¢¢ <br />m <br />J <br />J <br />v6 <br />�co <br />ww <br />�m <br />m= <br />U <br />uj <br />uj U <br />¢z <br />aQ <br />w - <br />ww <br />w N <br />U <br />cco <br />00 <br />wZZ 7 <br />cn <br />mco <br />H <br />z� <br />zw <br />¢_ <br />L O <br />�o - <br />of <br />z <br />� J <br />U w <br />zo <br />�z0 8 <br />w ~ <br />wu U <br />_ <br />u- <br />m0 <br />oM <br />rw <br />z _ <br />¢Lu <br />w <br />to <br />¢� <br />O U <br />z� <br />�o <br />�a <br />a <br />0w <br />�w <br />�0 9 <br />10 1 <br />GRID <br />Z% <br />6004-SC-00-500 "' <br />O <br />L <br />TOC EL 100'-0" <br />N <br />0 <br />F <br />- <br />(V <br /><e) <br />U) <br />~ <br />U) <br />o (n <br /><o w <br />U <br />O <br />- <br />N <br />U <br />r N <br />GRID <br />(4) 3/4-AB-P27-5 (DN) <br />FOUNDATION PLAN <br />6004-SC-00-105 SCALE: 1/2" = V-0" <br />GRID <br />2'-3" <br />3/4 AB <br />#4 TIE SETS <br />D <br />SEE DETAIL 2 ON SHEET <br />6004-SC-00-502 FOR <br />6004-SC-00-500 <br />CONCRETE SLAB <br />CLASS B LAP <br />1 #4 @ 12" <br />�+ <br />6004-SC-00-500 <br />1 <br />CAST 3'-3" SQ x 2" THK MASS <br />CONCRETE (1,500 PSI) AROUND <br />THE PEDESTAL <br />WEEP HOLES (2 <br />SIDES) <br />#5 DOWELS Q� <br />�jCV <br />NOTE: REMOVE ALL <br />STANDING WATER <br />BEFORE GROUTING <br />BASEPLATE <br />eeg\/%\//\//\///\�////\�//\\//\\/%\//\\/%\\ \ <br />M <br />#6 @ 12 OC, T & B, EW COMPACT SUBGRADE PER <br />THE RECOMMENDATIONS <br />FOUND IN THE <br />GEOTECHNICAL REPORT <br />q SECTION <br />6004-SC-00-500 SCALE: 1/2" = V-0" <br />GRID <br />L(: <br />A <br />6004-SC-00-500 <br />�1 <br />�— O <br />a <br />L <br />TOC EL 10 '-0" <br />0 <br />N <br />0 <br />CV <br />T— ih <br />M <br />U) <br />w <br />cn <br />o U <br />Fb w <br />U <br />O <br />- <br />TJ <br />r <br />CV <br />2 <br />REVISED CALLOUT <br />09/30/22 <br />AAT <br />BES <br />WLK <br />LEF <br />AJD <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 />I DRWN <br />DSGN <br />CHKD <br />QC <br />APPD <br />GRID <br />4'-0" 4'-0" <br />2'-0" <br />1'-0" 1'-0" <br />6 1/2" 6 1/2" <br />CN <br />r <br />c� <br />I <br />N <br />O <br />, <br />o <br />CD <br />— �--• <br />, <br />N <br />N <br />2 FOUNDATION PLAN <br />6004-SC-00-105 SCALE: 1/2" = V-0" <br />GRID <br />GROUT POCKET SEE <br />DETAIL 3 THIS SHEET <br />1 AB <br />2'-3" #4 TIE SETS <br />SEE DETAIL 2 ON SHEET D <br />6004-SC-00-502 FOR 6004-SC-00-500 <br />CONCRETE SLAB <br />CLASS B LAP <br />1 #4 @ 12" E <br />f�1 6004-SC-00-500 <br />CAST 3'-3" SQ x 2" THK MASS <br />CONCRETE (1,500 PSI) AROUND <br />1'-0" THE PEDESTAL <br />WEEP HOLES (2 <br />SIDES) <br />#6 DOWELS <br />U <br />CV <br />NOTE: REMOVE ALL <br />STANDING WATER <br />BEFORE GROUTING <br />BASEPLATE <br />M <br />#6 @ 12 OC, T & B, EW COMPACT SUBGRADE PER <br />THE RECOMMENDATIONS <br />FOUND IN THE <br />GEOTECHNICAL REPORT <br />g SECTION <br />6004-SC-00-500 SCALE: 1/2" = V-0" <br />6004-SG-00-0004 STANDARD ANCHOR RODS <br />REF. DWG. NO REFERENCE DRAWING TITLE <br />(4) 3/4-AB-P-27-5 (DN) 2 <br />2'-0" <br />GRID <br />C REBAR PLAN <br />6004-SC-00-500 SCALE: 1" = 1'-0" <br />2'-0" <br />E REBAR PLAN <br />6004-SC-00-500 SCALE: 1" = V-0" <br />ISO.712 : <br />SZ%T'E OF • <br />GRID <br />4'-0" 4'-0" <br />2'-0" <br />1'-0" 1'-0" <br />6 1/2" <br />6 1/2" <br />(V <br />I I <br />N <br />o <br />, <br />— <br />O r <br />T <br />N <br />N <br />r <br />B <br />6004-SC-00-500 <br />3 FOUNDATION PLAN <br />6004-SC-00-105 SCALE: 1/2" = V-0" <br />(12) #5, EQ SPACED <br />(4 EA FACE) <br />#4 TIE SETS <br />(16) #6, EQ SPACED <br />(5 EA FACE) <br />#4 TIE SETS <br />(4) 1-AB-30-5.5 (DN) <br />8 1/2" SQ x 5.5 DEEP <br />GROUT POCKET <br />CAST T-3" SQ x 2" THK <br />MASS CONCRETE (1,500 <br />PSI) AROUND THE <br />PEDESTAL <br />PEDESTAL BELOW <br />BASEPLATE <br />ISOLATION JOINT W/ BOND <br />BREAKER. REMOVE ISOLATION <br />JOINT WHERE SLAB IS PLACED <br />AFTER COLUMNS ARE SET. <br />T-3" SQ @ 2'-0" SQ PEDESTAL <br />T-3" SQ @ 2'-6" SQ PEDESTAL <br />p ISOLATION JOINT PLAN <br />6004-SC-00-500 SCALE: 1" = V-0" <br />THIS ITEM HAS BEEN DIGITALLY SIGNED AND <br />SEALED BY B. E. SCHNEIDER, PE ON 10/18/22. <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 />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />STRUCTURAL <br />FOUNDATION DETAILS <br />2 6004-SC-00-500 1 OF 1 <br />1 <br />3 <br />7 <br />1 10 <br />A B C D E F G H I J <br />