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c <br />c <br />a <br />5'- <br />6,_4$„ <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />6'-0" <br />5-28' 7'-1$" <br />H.B. <br />60 <br />BUILDER TO <br />(2) #5 REBAR <br />4'_0" <br />12'-1" ; <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />0 <br />PROTECTION <br />0'-01, I <br />WHEN REQUIRED <br />■ <br />I <br />:: I : <br />PER FBC <br />35'-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. ^ o <br />iv <br />N <br />I SLAB FOR HERNANDO M (: K N <br />'J <br />J <br />COUNTY ONLY S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2-7a 4'-9" 4'-10" <br />VAPOR BARRIER EDGE OF SLAB 2' <br />:. <br />■ I —CJ BEYOND WALL —CJ <br />o <br />io <br />- - - - - - <br />c? <br />5-3" 1'-10" 3'-6" cat r <br />iri <br />O I I: o a, <br />�Ta <br />(2) #5 REBAR <br />VERTICALS w/ in <br />I _ • ; <br />I PT. OPT. D -3� <br />I <br />co <br />FILLED CELL <br />2'-6' x2-6'X1'-0" FTG G :: o ; : <br />SLOPE? <br />_ _ _ <br />W/ (3) #5 E.W. S3 ._ �._ _.� �T 3, 5„L. <br />t <br />( I • • 'r <br />2'-6" x 2'-6" x 1'-0" <br />(2) #5 REBAR <br />N AHIJ <br />( <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />CC <br />/ K <br />I S3 S3 <br />ici <br />FILLED CELL <br />- <br />� <br />_ <br />CJ I <br />. <br />- <br />O <br />25'-10128" / % / 9'-5t $" — — — — — — — — <br />4'-4„ <br />`r <br />2'-6'W'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />I 4„co I <br />L <br />o <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI i / / PROVIDE %2' x 9" "' <br />/� RECESS FOR FRT. DOOR <br />CONC. GROUT FROM FT. TO BEAM / / <br />SLOPE I <br />S3 <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB / %/ HVAC CHASE TOP OF PAVER T BE 4" <br />4'-0" I <br />4' 4" 4'-6" <br />FILLED CELL <br />TYP ALL PLACES SHOWN / / <br />@ BASED ON � 0'-0" BELOW FIN. FLR. <br />/ IN. FL <br />■ <br />........ ■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I / LOCATION ........ ..... ' <br />:: ::::: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / : :: : . : ::: : <br />. <br />STEEL"— <br />4'-0" <br />/ / 16-10" <br />10'-104 " <br />CO <br />`r <br />STEPS AS <br />PROVIDE 1 Y" RECESS <br />REQUIRED <br />PER FIELD <br />/ <br />FOR SGD. REFER TO / / KITCHEN ISLAND <br />MASON'S SLOPE FOR / / LOW WALLS • ' • • • • • <br />OPT. : <br />iCj: <br />I <br />CONDITIONS <br />WIDTH / / <br />i/ CJ r -------� CJ REF. :: -ICJ <br />CJ-ajij ■ <br />■ / <br />/ / -_-----_--_-_- <br />i /�- - - <br />° <br />TYP@ 1 <br />L <br />/ CHASE TO IS D� :: <br />D.W. I <br />} I <br />STORY U.N.O. <br />LL _ � J— <br />:: I j °? <br />LO <br />/ i / SINK / DISP <br />01-01, <br />77 <br />9 <br />4 <br />----------+---- --- —+--------------------i-- <br />— --- ---------J <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />■ <br />■ <br />■ ■ <br />H.B� <br />3'-0" <br />5'4" 1 ,-�,, 3 <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5-0" 5'-10" S-1 <br />2'-10.N.'" 1 5'-11 <br />FOUNDATION PLAN MONO — ELEV—Al <br />SCALE: %4"=1'-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.• .,� .r #5 CONTINUOUS <br />,�: ' ; :: •' '�_ REINF. SEE FND. FOR <br />QU <br />#5 <br />ANTITY <br />X 25" X 25" CORNER <br />'�',,•'�',; '�',� '; :' BAR ONE FOR EA. <br />' • ' �' - HORIZ. REBAR, TYP. <br />• U.N.O. <br />**Al <br />The <br />ternate: <br />' reinf. bars shall be <br />con <br />t. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />OW/v <br />N '•. <br />\f <br />��;..���fGfi�•SSI.0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />W <br />o 0 EOO co (gi <br />�p <br />CJ � co, v <br />y c n N <br />9) �LLJ2 <br />LL <br />0) NMM W cn <br />a a W <br />L a <br />130 J ut g - W <br />Z m c <br />t m o H M O <br />0 <br />j- '-' m m <br />N <br />W U) T - oo c- <br />Z <br />M Z <br />-X) LL <br />N < U I J <br />3 <br />W U ❑❑❑ <br />U <br />Z N M <br />o � <br />z N <br />z o <br />� <br />Q <br />J <br />(Z � <br />to z <br />� � o <br />LU <br />U <br />0 w s <br />U <br />w <br />� <br />E <br />t 3 <br />=11 <br />Q 0 <br />N A <br />o <br />w <br />M <br />z Z <br />O <br />Z <br />� <br />LJL <br />zo <br />oo <br />>o <br />Zo <br /><� <br />a <br />� O <br />wj <br />z� <br />❑a <br />ti <br />R <br />00 <br />U Cc)z <br />Z <br />�, <br />� <br />wZ <br />F <br />N <br />_ C <br />A,¢ <br />U <br />° <br />oz <br />Z <br />Z <br />J <br />Q <br />z <br />co <br />5 <br />a� <br />p <br />02 <br />LL <br />Z <br />a ° <br />T w U <br />W <br />U <br />Fr <br />s <br />att <br />yz <br />=3 <br />00 <br />Cfl <br />N�o <br />a <br />o 3 <br />�M <br />0 <br />= <br />� <br />r <br />C <br />O <br />U <br />m <br />co <br />T <br />O 04 <br />O� <br />J 04 <br />LID <br />r N o <br />E <br />Z (V r' <br />E <br />o <br />� <br />Z <br />E O N <br />cc <br />FT <br />E 'a N <br />0 � Q o <br />C <br />C <br />-j <br />JOB <br />NO: 20-8067 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />