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CONC. FTG. W/ <br />(2) #5 ROD <br />CONTINUOUS <br />gL FINISH FLOOR "' <br />00 <br />z n d <br />M GRADE 'I - z_ <br />o ii d °D g G <br />z u f <br />01 <br />OL FINISH FLOOR <br />0'-0" <br />FOOTING DETAILS <br />CONC. FTG. 1 <br />#5 ROD CON <br />00 <br />1 <br />/211 = 1 <br />1-0I1 <br />AGITATE CONCRETE DURING POUR TO ELIMINATE <br />HONEY COMB FACE WHEN FORMS ARE REMOVED <br />FINISHED CONCRETE FLOOR 4" MINIMUM AT <br />/ 3000 PSI TO RECEIVE TROWEL FINISH <br />12s1" <br />, 6" , SEE PLANS FOR SPECIFICATIONS 6" '5� , <br />' 1.4W x 1.4W 6x6 WIRE MESH _ <br />----- OR FIBER MESH IN MIX a <br />----------------------------- ----- <br />(1) #5 STEEL <br />ROD (CON'T.) UNDISTURBED SOIL OR PROPERLY COMPACTED <br />FILL. SOIL TO BE TREATED AGAINST TERMITES. <br />SOIL TO BE FREE OF ALL ORGANIC MATTER. <br />SEE GENERAL NOTES. <br />SHOWER RECESS DETAIL <br />1/21 <br />1 <br />= i'-Qn <br />CONC. FTG, W/ <br />11" <br />0 <br />CONC. <br />(2) #5 <br />CONTIN <br />8"x8" CONC. FTG. 24"x24" CON( <br />W/ (1) #5 ROD FTG. W/ (3) <br />CONTINUOUS ROD EA. WAY <br />Iz- <br />0 o <br />8" <br />2'-Ott <br />PLAN VIEW <br />REMOVE ALL WOOD FROM <br />POUR AND FILL ANY <br />HOLES WITH CONCRETE. <br />6 MIL VAPOR SHIELD <br />(1) #5 STEEL ROD (CON'T.) <br />FOUNDATION NOTES: <br />1. ALL CONSTRUCTION JOINTS, PENETRATIONS, CRACKS, AND OTHER CONNECTIONS SHALL BE <br />SEALED AS PER APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th EDITION (2017) <br />2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE <br />FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING <br />STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. <br />3. ALL CONCRETE FOOTINGS TO BE A MINIMUM OF 12" BELOW FINISH GRADE TO BOTTOM OF FOOTING <br />39'-8" <br />13'-7" 12'-0" (CONCRETE SLAB) <br />4'-6" 3'-10" 3'-6" ZY-1 <br />3'-5" <br />5'-2" 4'-2" <br />------- <br />I f <br />mm <br />I I <br />g <br />7 <br />7 <br />' I <br />o <br />U <br />( 1 <br />I I <br />pp <br />Z <br />0 <br />8'-2" <br />, <br />6 <br />, <br />1 <br />1 <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />----------------------------------------------------- ----------------------------------------- <br />RECESS IN SLAB FOR SLIDING <br />h <br />GLASS DOOR (PER MFG SPECS) <br />r` <br />1 <br />' ' <br />1 <br />I i <br />t 1 <br />■ <br />■ 1 r <br />1 I <br />, <br />o <br />4" CONCRETE SLAB ON GRADE W/ <br />FIBER MESH OR 6x6 10/10 WWM <br />i (AT CONTRACTORS OPTION) OVER 6 t <br />t MIL VISQUEEN LAPPED AND TAPED 1 ■ <br />W/ 2" WIDE PRESSURE SENSITIVE i <br />■ i VINYL AT 12" AT JOINTS, ON WELL ' <br />o <br />COMPACTED TERMITE TREATED <br />R <br />i GRANULAR FILLgL <br />■ <br />FINISH FLOOR i <br />0'-0" i <br />0_ <br />i I <br />N2'-4'-2" 10'-3" 9'-1" 14'-0" <br />� <br />R <br />� <br />I <br />I I <br />1 <br />t <br />� <br />4" SHOWER RECESS r <br />00 <br />i <br />W/ THICKENED EDGES i ■ <br />t a o 0 5'--4' <br />N <br />----------------O <br />■ I ------ li m I <br />t <br />I II i O <br />N t <br />p <br />I <br />a <br />m <br />r=== _�----i - <br />R <br />°i <br />1 <br />t1 <br />r----- 3t-�R <br />r I PROVIDE C/W ACCESS I <br />■ E 00 FOR FUTURE ICE MAKER C <br />i i <br />i o> <br />"vs <br />f I <br />g'-0" r i ■ <br />1 <br />R <br />N <br />6'-8" <br />i� <br />�------------------- --------------------- <br />rn --� <br />I <br />1 <br />-' <br />o00 <br />N <br />■ i 12'-8" { 3'-8" 3'-10" i t 18,-0" t <br />Z <br />1 f <br />°° <br />6-YI <br />t 0° <br />IV — I <br />4 t 0tt <br />UNDER SLAB I <br />00PROVIDE <br />I <br />d <br />I H DRAIN FOR W <br />i / <br />j mj I <br />I I <br />i I <br />7 <br />■ <br />W <br />1 <br />00 <br />I 4" CONCRETE SLAB ON GRADE W/ <br />' <br />- <br />FIBER MESH OR 6x6 10/10 WWM <br />L <br />U-' <br />`° <br />i (AT CONTRACTORS OPTION) OVER 6 <br />■ ■ ■ ■ ■ <br />+� <br />I MIL VISQUEEN LAPPED AND TAPED I <br />R <br />1 W/ 2" WIDE PRESSURE SENSITIVE i <br />o <br />1CO <br />VINYL AT 12" AT JOINTS, ON WELL <br />' <br />1 COMPACTED TERMITE TREATED 1 <br />N <br />GRANULAR FILL <br />ap <br />■ i 1 <br />' <br />tgL FINISH FLOOR I <br />-0'-4" ■ <br />o <br />b04 <br />ao <br />! <br />RECESS IN SLAB FOR OVERHEAD <br />Z i _ DOOR (PER MFG SPECS) i <br />2 <br />_._________________________ <br />3'-8" 1 5'-2" ( 3'-10" <br />12'-8" <br />8'-4" <br />1 <br />39'-8" <br />'-4 <br />wul <br />16,-0" <br />18'-8" <br />'-4 <br />THESE PLANS ARE THE PROPERTY <br />L---mp--NR-- <br />w 3 0 <br />= � W <br />w <br />-wZo w <br />Q 0 J <br />_ CL C N <br />wQZM <br />w o <br />�Wmo� <br />w~�� o <br />_ <br />LUo <br />=wow CS <br />\\\\ <br />Il► U- <br />.. <br />'� `{ <br />LU <br />�~cd <br />UJ :3 <br />.s ° <br />{ �" <br />co <br />U <br />IC N <br />4'j L <br />M <br />.� M <br />LJL <br />r-r — <br />Ch <br />M � <br />� N <br />SHEET <br />SHEET NAME j[2 <br />Foundation <br />Plan I <br />L ., <br />1/4 = 1-0 <br />