Laserfiche WebLink
n <br />C <br />Ic <br />C <br />F <br />G <br />J <br />1 <br />r <br />z <br />oz <br />�m <br />o w <br />ui <br />wQ 2 <br />a= <br />~m <br />wM <br />Ow <br />U) g <br />z <br />Q a - <br />65 _ <br />wa <br />w m <br />x w <br />w z <br />zz <br />o= <br />0 <br />z' 3 <br />�¢ <br />00 <br />ww <br />J U <br />O= <br />= 0 <br />3:0 <br />za- <br />ww <br />cn <br />m _ <br />Oz <br />ww <br />w~ <br />J Z <br />m 0 <br />U <br />F¢- w <br />U) o 4 <br />w� <br />m <br />Y <br />OC) <br />0� <br />ww <br />cn <br />w0 <br />w ~ <br />w <br />d J <br />Of <br />0~ <br />w = <br />0 0 <br />zm <br />z� <br />z0 <br />za 5 <br />Z Y <br />w <br />H w <br />J <br />UO <br />w U) <br />0w <br />aw <br />0 z - <br />woz <br />U- <br />w= <br />o� <br />¢Q <br />w <br />om <br />J <br />J <br />�= 6 <br />�cn <br />�w <br />w <br />�D <br />m= <br />U <br />Wcn <br /><Z <br />as <br />w - <br />aW <br />w N <br />U of <br />W-o <br />U� <br />00 <br />w~z_ 7 <br />cn <br />� Y <br />U)� <br />_w <br />zw <br />¢_ <br />(00 <br />�o - <br />�o <br />u� <br />� J <br />0 <br />U <br />zO <br />�0 8 <br />W ~ <br />._j <br />w U_ <br />w <br />20 <br />0- <br />} W <br />zU) <br />¢ D _ <br />w <br />z <br />¢v <br />Ow <br />z� <br />�o <br />a <br />0� <br />cnw <br />= 9 <br />�0 <br />10 i <br />4'-4" <br />24" 0 HOLE IN <br />N CONCRETE <br />NEEHAH FOUNDRY <br />R-1916-C FRAME AND <br />LID OR ENGINEERED <br />APPROVED EQUAL <br />FIELD LOCATE (4) <br />6004-SC-00-505 7/8-HV-HY-9-4 IN <br />MANHOLE BOLT <br />CIRCLE <br />1 BASIN 1 & 2 FOUNDATION DETAIL <br />6004-SC-00-100 SCALE: 1/2" = V-0" <br />4'-4" <br />2 EXISTING BASIN PLAN <br />6004-SC-00-505 SCALE: 1/2" = V-0" <br />PANEL <br />------------------------------- <br />TILT UP PANEL <br />BY OTHERS <br />4" VOID FORM <br />#4 @ 12 OC, T & B, EW <br />(TYP) <br />C SECTION <br />6004-SC-00-505 SCALE: 1/2" = V-0" <br />EXISTING <br />BASIN PIPE <br />FINISHED FLOOR <br />= N <br />cv) 04 <br />- <br />n Ir <br />w <br />ii <br />> <br />z� <br />�z <br />o <br />w <br />m Q <br />FL- <br />m <br />TO EXIST. CONC. <br />EL VARIES <br />FLOOR SLAB <br />COMPACT SUBGRADE PER <br />THE RECOMMENDATIONS <br />FOUND IN THE <br />GEOTECHNICAL REPORT <br />FRAME AND LID <br />FLUSH WITH FINISH <br />FLOOR <br />o <br />CV <br />#4 BARS @ 12" <br />AROUND PERIMETER. <br />EMBED 12" DRILL AND <br />EPDXY USING HILTI <br />HY200 <br />q SECTION <br />6004-SC-00-505 SCALE: 1/2" = 1'-0" <br />GROUT LEDGE PRIOR <br />TO INSTALLATION OF <br />WATER STOP <br />#4@6"OCE.W. <br />TOP & BOT <br />REMOVE ANGLE <br />g SECTION <br />6004-SC-00-505 SCALE: 1 1/2" = V-0" <br />1 <br />ISSUED FOR CONSTRUCTION <br />07/15/22 <br />CSO <br />BES <br />WLK <br />LEF <br />AJD <br />0 <br />ISSUE FOR PERMIT <br />06/24/22 <br />CSO <br />WLK <br />BES <br />LEF <br />AJD <br />REV <br />REVISION DESCRIPTION <br />DATE <br />IDRWNIDSGN <br />CHKD <br />QC <br />JAPPD1 <br />REF. DWG. NO <br />211± GROUT TO <br />FINISHED FLOOR <br />ELEVATION <br />#4 @ 6" OC E.W., <br />TYP <br />SIKASWELL A2010 <br />WATERSTOP AROUND <br />PERIMETER <br />EXISITING BASIN <br />FDOT TYPE "E" INLET <br />SEE DETAIL 2 <br />4'-9" <br />1'-4 1/2" <br />2'-0 1 /4" <br />REF <br />V-4 1/2" <br />CD <br />#4x2'-0"LG RE-ENTRANT <br />BAR <br />(TYP) <br />I <br />FOUNDATION DETAIL <br />6004-SC-00-100 SCALE:1/2" = V-0" <br />REFERENCE DRAWING TITLE <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 />1 <br />G RA <br />VARI <br />co <br />THE RECOMMENDATIONS <br />FOUND IN THE <br />GEOTECHNICAL REPORT <br />- DOOR OPENING SLAB DETAIL <br />6004-SC-00-105]P SCALE: 1/2" = V-0" <br />VVT❑ <br />[:i MERRICK' <br />❑❑❑ <br />WHITING -TURNS <br />MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: <br />SCALE: <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />STRUCTURAL <br />FOUNDATION DETAILS <br />REVISION: DRAWING NO.: SHEET NO.: <br />1 6004-SC-00-505 1 OF 1 <br />l <br />2 <br />5 <br />0 <br />7 <br />i <br />1 10 <br />A B C <br />E <br />r� <br />G H <br />J <br />