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C� <br />E F <br />G <br />H <br />J <br />1 <br />} <br />z <br />Q <br />O uZ <br />O <br />w <br />LU <br />wQ 2 <br />�� <br />a= <br />w cn <br />-m <br />O2 <br />U)w <br />z� <br />za <br />wW <br />X w <br />wz <br />o= <br />0 <br />UJ <br />a= <br />ZZ 3 <br />�Q <br />Oo <br />ww <br />J U <br />O <br />0 <br />za <br />Ww <br />m <br />Lu <br />cn <br />oZ <br />ww <br />w~ <br />J Z <br />op O <br />U <br />w <br />coo <br />wCo 4 <br />00 Y <br />o U <br />w d' <br />w <br />W O <br />w~ <br />a J _ <br />�Lu <br />O —� <br />o� <br />w= <br />o0 <br />z= <br />z� <br />zo <br />0a 5 <br />Z Y <br />c <br />* Lu <br />w <br />� <br />UJ <br />O <br />LLI U <br />0k <br />�w <br />z - <br />09 <br />w0 <br />z <br />Uw <br />w= <br />o� <br />aQ <br />om <br />J <br />J <br />n= 6 <br />�cn <br />�w <br />w <br />m= <br />U <br />Lu� <br />Z <br />Q <br />0- z <br />w Q <br />wo <br />aw <br />U Ix <br />Lu_ O <br />U)Z) <br />wQ <br />00 <br />ZZ_ 7 <br />w (n <br />� Y <br />co� <br />zw <br />zw <br />a� <br />U) 0 <br />fo� z _ <br />0 <br />a-o <br />w Q�Q <br />z N <br />M J <br />0 <br />U <br />zo <br />0 <br />�0 8 <br />w ~' <br />J V <br />w� <br />=o <br />o- <br />>_W <br />z c _ <br />¢M <br />oLu <br />zW <br />0 <br />oOf <br />w <br />�0 9 <br />10 1 <br />FAI <br />FOOTING PLAN <br />REBAR PLAN <br />CORNER DETAIL <br />6004-SC-00-105 SCALE: 1/2" = V-0" <br />6004-SC-00-100 <br />w <br />U) <br />D <br />O <br />w <br />w <br />p <br />Q <br />z_ <br />W <br />x <br />I> <br />(`''�, <br />_w <br />J�p <br />7 <br />M <br />@ <br />@ N <br />M <br />ao <br />r__ <br />#5@12"OCEW <br />#5 BARS, 5'-0" LONG <br />10 MIL VAPOR COMPACTED AGGREGATE BASE <br />AS PER GEOTECH REPORT <br />BARRIER (MIN 4" THK) <br />COMPACTED FILL SUBBASE AS PER <br />GENERAL NOTES AND GEOTECH REPORT <br />FOR ADDITIONAL REQUIREMENTS <br />TYPICAL CONCRETE <br />SLAB -ON -GRADE DETAIL <br />6004-SC-00-100 SCALE: NTS <br />6004-SC-00-105 <br />2 1/2" 2 1/2" <br />CONTRACTION JOINT <br />CJ <br />DEFORMED BAR <br />SEE LAP TABLE <br />4 CONCRETE <br />GENERALNOTES <br />N � ° <br />s <br />+ <br />e b A <br />b Q t <br />° b <br />a i <br />CONSTRUCTION W/ WEAKENED PLANE <br />CONST <br />1/2" <br />2 1/2" 2 1/2" <br />5 f <br />2" 3/4" <br />v � <br />v b <br />} <br />° <br />1"&-0" LG SMOOTH <br />DOWEL @ l'-0" OC <br />V-0" 1'-0" EXP CAP: <br />FIBER EXP JT CUT FROM 1 1/4" 0 GALV STEEL PIPE <br />FILL w/COMPRESSIBLE PLUG (SPONG) <br />EXPANSION JOINT PAINT & GREASE THIS <br />HALF OF DOWEL <br />EXP JT <br />3 SLAB JOINT DETAILS <br />6004-S6-00-101 SCALE: NTS <br />6004-SC-00-105 <br />SEE DETAIL 2 THIS SHEET <br />FOR SLAB THICKNESS <br />w <br />co <br />cM D <br />O <br />z w <br />V <br />r` <br />ao <br />TILT UP PANEL <br />BY OTHERS <br />W <br />SEE CIVIL PLAN <br />1 D <br />ch <br />6004-CS-00-001 OR 3 <br />1, 0„ 1 w <br />z <br />D <br />"' <br />6004-CS-00-002 FOR <br />#4 @ 12 3 Q <br />J <br />w <br />z <br />PAVING <br />TILT UP PANEL <br />CONNECTION BY OTHERS o <br />Zo <br />Lo <br />0 <br />io <br />TOC EL SEE CIVIL <br />-4 <br />Zo <br />CV <br />M <br />#4 @ 12 OC, T & B, EW COMPACT SUBGRADE PER <br />2'-9" THE RECOMMENDATIONS <br />FOUND IN THE <br />GEOTECHNICAL REPORT <br />q SECTION <br />6004-S6-00-105 SCALE: NTS <br />6004-S �100ORIENTATION VARIES <br />3 <br />REVISED TO INCORPORATE RFIS <br />12/23/22 <br />ADG <br />BES <br />WLK <br />LEF <br />AJD <br />2 <br />REVISE WALL DIMENSION <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 />DRWN <br />DSGN <br />CHKD <br />QC <br />APPD <br />►� w, <br />0 <br />REFERENCE DRAWING TITLE <br />X" MAXIMUM x IX" DEEP SAW CUT <br />JOINT, FILL WITH SIKAFLEX PRO-3 <br />SL OR APPROVED EQUAL <br />FOP OF FINISH FLOOR <br />DISCONTINUE TOP LAYER OF <br />REINFORCING AT CONTROL JOINT <br />SEE PLAN <br />° <br />a <br />. .n• . °. <br />° o <br />if <br />� P c <br />- <br />TYPICAL SAWED <br />4 CONTRACTION JOINT <br />6004-SC-00-502 SCALE: NTS <br />1/2" <br />FLEXIBLE R 1/8" WHEN <br />EXPANSION <br />JOINT SEALER TOOLED <br />3/4" DEEP SEE <br />NOTE 4 <br />v <br />".° BACKER ROD <br />MATERIAL <br />v ° <br />q <br />a <br />1/2" PREFORMED <br />EXPANSION <br />JOINT MATERIAL <br />SEE NOTE 4 <br />r5EXPANSION JOINT DETAIL <br />6004-SC-00-502 J SCALE: NTS <br />SEE DETAIL 2 TF'- ' <br />FOR SLAB Th <br />Ls] <br />g SECTION <br />6004-S6-00-105 SCALE: NTS <br />6004-S �100 <br />NOTES: <br />1. SLAB -ON -GRADE DETAILS ARE IN ACCORDANCE WITH ACI 360 AND CITED REFERENCES <br />2. REFER TO PROJECT GEOTECHNICAL REPORT FOR BACKFILL AND COMPACTION <br />CRITERIA. <br />3. ALL JOINTS SHALL BE SEALED WITH A POLYURETHANE SEALANT. SONNEBORN <br />"SONOMERIC 1" OR APPROVED EQUAL. <br />4. EXPANSION JOINT MATERIAL SHALL CONFORM TO ASTM D1751 LATEST EDITION. <br />5. THOROUGHLY CLEAN AND ROUGHEN SURFACE (1/4" AMPLITUDE) AT INTERFACE OF ALL <br />COLD JOINT PLACEMENTS. <br />SMOOTH DOWELI <br />SLAB THK <br />h in <br />DOWEL 0 <br />in <br />DOWEL <br />LENGTH in <br />DOWEL <br />SPACE ft <br />ALL <br />1.00 <br />13 <br />1.00 <br />NOTE 1 FOR DOWEL: <br />i. GREASE ONE END <br />REFERENCE: <br />ii. ACI 360R - GUIDE TO DESIGN OF SLABS -ON -GRADE, <br />TABLE 6-1 <br />ij. ACI 360R - CITED DOA; CORPS OF ENG. - UFC 3 320 06A / <br />TM 5-809-12 CONCRETE FLOOR SLABS -ON -GRADE, TABLE 5-3 <br />NOTE: <br />1. CONTROL / CONSTRUCTION JOINTS SHALL BE A MINIMUM OF 5'-0" <br />FROM EDGES OF THICKENED SLABS. <br />C SECTION <br />6004-S6-00-100 SCALE: NTS <br />VVT <br />oi❑ MERRICK' <br />WHITING -TURNER <br />MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: SCALE: <br />IS EL SEE PLAN <br />LAP SPLICE <br />(TYP) <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />STRUCTURAL <br />FOUNDATION DETAILS <br />3 6004-SC-00-502 <br />1 OF 1 <br />1 <br />2 <br />3 <br />0 <br />5 <br />C <br />7 <br />mull <br />A B C D E F G H I J <br />