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TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />KIE4 <br />r---------� <br />--- <br />�, ° -- ° --------� <br />— -- <br />BUILDER TO <br />�— <br />—2) <br />• <br />(#5 REBAR <br />4'-0" � 12'-1" : <br />WH• <br />PROVIDE <br />VERTICALS w/ in <br />FILLED CELL I <br />O <br />I 0'-0" <br />: ; <br />; ; I ; . <br />PROTIECTION <br />WHEN REQUIR <br />D I <br />■ <br />I <br />PER FBC <br />I <br />351-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />iv <br />( SLAB FOR HERNANDO I <br />;n <br />I COUNTY ONLY CV) '' 83 <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN Z-7j" h'-9" 4'-10" <br />I <br />• VAPOR BARRIER EDGE OF SLAB 2" <br />■ I I IGJ I BEYOND WALL <br />I <br />4CJ is <br />(n <br />ch <br />O <br />I o <br />I I Nnn <br />C'6 <br />_ <br />... <br />— PT. OPT. D <br />I <br />(2) #5 REBAR <br />VERTICALS w/ in <br />FILLED CELL <br />I I I _3� I <br />co <br />2' 6"x2'-6"X1'-0" FTG C' _ <br />W/ (3) #5 E.W. S3 �._ _._ _.� �� Y-5" <br />SLOPE, I <br />7'-1" <br />(2) #5 REBAR <br />F, <br />2'-6" x 2'-6" x 1'-0" <br />AHU I I <br />VERTICALS w/ in <br />I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />N K CC <br />I S3 <br />FILLED CELL <br />I <br />°F <br />S3 <br />CJ CJ .. <br />--J <br />I ii� <br />....... ........ .. ....................... <br />' <br />ii <br />25'-10&" �� g•_ " —------- <br />■ <br />v <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />(2) #5 REBAR <br />I i to <br />INDICATES FILLED CELL w/ 3000 PSI I �' I PROVIDE 3/2" x 9" <br />CONC. GROUT FROM FT. TO BEAM � � RECESS FOR FRT. OOR <br />SLOPE I <br />S3 <br />i4 <br />to <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB %' HVAC CHASE TOP OF CONCJ PAVER T BE 4" <br />4'-0" I <br />4'-4"It 4-6 <br />FILLED FILLED CELL <br />I TYP @ ALL PLACES SHOWN %' BASED ON ® 0'-0' BELOW FIN. FLR. <br />■ <br />■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I i i' LOCATION I ....... <br />' ....... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 i i' . : <br />:......... <br />STEEL" ii' <br />------------� <br />4'-0" <br />i 16-10" <br />• •12'-10" <br />o <br />STEPS AS <br />I <br />PROVIDE 1)/" RECESS <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO KITCHEN ISLAND :. ; ; , , , , , , , • , , , , , , , , <br />MASON'S SLOPE FOR " OPT. <br />LOW WALLS : . <br />10-10 <br />CONDITIONS <br />WIDTH i i' <br />■ �'------------� CJ REF. -1-ivd Cl <br />CJ—�I ■ <br />�j <br />° I <br />TYP @ <br />IF- � CHASE TO ISLAND <br />I I <br />STORY U.N.O. <br />i I D.W. I O � .,.... <br />N <br />r- <br />o <br />S3 <br />ii' I I I:; ;• <br />; II f <br />I <br />1 L� --J- -- <br />Ilj <br />to <br />'� <br />i z SINK / DISP <br />Cn <br />`� <br />3 1/2" <br />I <br />:: <br />I <br />:: I <br />t 0 <br />L — <br />;' 16'-0" 2'- 6-10" ..... <br />-0" <br />I ■ <br />AV— <br />Ilj <br />F I <br />Z;aI4 <br />H.B+ <br />W-Al- 1'.c" 3' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-10" 1. 2'-106,141" L 5'-1 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: Y4"=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 />:..�• Cf) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />"--#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />;r #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />The reinf. bars shall be <br />cont. 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 />,��,\\11111 <br />'• O W N , <br />NS E•. <br />- �Y <br />C'� 6►�`Z o' <br />C <br />��,,;,R0F <br />ESS���' <br />"Of f! I I I <br />�. <br />To the best of the Englneers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residentlel eth Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beating <br />Engineer's signature and seal. <br />O) <br />y <br />n >t <br />fryn�� u LL a <br />C J !? d W rn <br />Cp LL ti a <br />0 <br />0o <br />Z <br />OC <br />w <br />Lim <br />r° <br />m ° <br />I <br />W <br />�� (K <br />Z <br />LLoa <br />0$ 505 <br />Wo00 <br />V <br />z <br />z <br />Q $ <br />J — <br />N <br />z <br />.v <br />in O <br />= <br />� 8 <br />c <br />"" <br />aaad <br />Qr__ <br />M <br />J <br />�pL L <br />V) <br />7 <br />Q <br />E V <br />R <br />o <br />N E <br />i g <br />� <br />ro <br />g <br />�& <br />z <br />C: <br />.s � <br />3 <br />8W <br />�S <br />2M <br />� <br />L <br />In <br />cc <br />co <br />..� <br />r <br />O co <br />ch <br />.� <br />04 <br />T <br />..L <br />T <br />N <br />E <br />r <br />N <br />E 0 <br />c <br />a <br />v _j <br />Q <br />JOB <br />NO: <br />20-8072 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />W <br />W <br />x <br />y <br />