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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 SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />55'-10" 1'-7" 7-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />V-6" 6_785= 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" V-283" 7-181'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY LU <br />U.N.O. 3'_O" <br />r-� cW a <br />A <br />S3 H.B. <br />� <br />= <br />r---------� <br />--- <br />�� ° -- ° --------�: <br />— -- <br />BUILDER TO <br />�— <br />—(2)#5REBAR � <br />I <br />; : 4'-0" <br />12'-1" <br />; <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />O <br />I <br />0'-0" <br />PROTECTION <br />I <br />WHEN REQUIRE <br />D I <br />■ <br />I <br />PER FBC <br />I <br />• <br />35'-4" <br />20'-6" <br />16 <br />3-1/2" MIN 3000 PSI CONC. <br />� <br />SLAB FOR HERNANDO <br />/K N <br />I <br />J <br />toI <br />COUNTY ONLY <br />'' <br />S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN <br />2'-7j" %i'-9" <br />4'-10" <br />_ VAPOR BARRIER <br />EDGE OF SLAB 2" <br />- <br />■ <br />I I CJ <br />:: I GJ <br />BEYOND WALL I CJCT <br />( <br />o <br />T <br />V-3" V-11011 3'-6" <br />0 <br />l: <br />o <br />■ <br />.. <br />(2) #5 REBAR <br />J . <br />r.:................. <br />�`* <br />VERTICALS w/ in <br />— <br />I I <br />`� I ; ; <br />PT. <br />OPT. D : -31/2" <br />I <br />I <br />ih <br />FILLED CELL <br />2'-6"x2'-6"X1'-0" FTG G <br />: <br />SLOPE % <br />W/ (3) #5 E.W. S3 <br />�..._ _.� �� <br />S-5" <br />T-1" <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I <br />I AHU <br />I <br />TICALS / to I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />I <br />iv <br />/ <br />• <br />K <br />S3 <br />CC <br />S3 <br />PICKED CELL <br />= <br />S3 <br />CJ <br />I <br />Sao <br />25'-1.. <br />9_r21.. <br />. . . . . . . <br />— — — <br />. . . . . . . . . . . . . . . <br />— — — — — <br />■ <br />■ <br />•- <br />r <br />/ <br />2'-6'W2-6'X1'-0" FTG <br />5'-3�� <br />W/ (3) #5 E.W. = <br />I -4" <br />I <br />L <br />r <br />(2) #5 REBARKi <br />I <br />INDICATES FILLED CELL w/ 3000 PSI I <br />CONC. GROUT FROM FT. TO BEAM <br />/ %' / I <br />/ <br />c� <br />PROVIDE Y2" x 9" <br />RECESS FOR FRT. OR � <br />SLR <br />VERTICALS w/ inW/ <br />(1) #5 REBAR VERT ABOVE SLAB <br />/ i' HVAC CHASE <br />TOP OF CONC./ PAVER T BE 4 <br />�- " <br />4 0 <br />4'-4" 4 6 <br />- " <br />FILLED CELLTYP <br />@ ALL PLACES SHOWN <br />/ <br />BASED ON <br />0'-0" <br />BELOW FIN. FLR. <br />■ <br />.....;:... ■ <br />■ ■ <br />■W/ <br />HOOKED FTG.DOWELS 5" EMBED I / iLOCATION I ........ ...... <br />25"EXT. ABOVE SLAB "GRADE 40STEEL".4'-0"/16'-10" <br />;:;:' <br />12':10"c <br />t <br />ASPROVIDE <br />//STEPS <br />1 Y" RECESS �/ ' ' ' ' ' ' ' <br />PER FIELD <br />SGD. REFER TO <br />MASON'S SLOPE FOR / <br />/ <br />KITCHEN ISLAND <br />LOW WALLS OPT. <br />. '. " ..... <br />""" ' " .. <br />' ' <br />10'-10d' <br />,�REQUIREDFOR <br />I <br />CONDITIONS <br />■ <br />WIDTH / i <br />i/ CJ F------ <br />— — — — — — CJ REF. <br />�—�.1 <br />CJ : <br />CJ—+�'j <br />■ <br />/ <br />—_ <br />�— — — <br />— <br />— — — <br />— — — <br />— — <br />— — — — <br />—-- <br />_ _ _— _ _ _—_ <br />--_---- -- —a= — <br />I <br />° I <br />TYP 1 <br />IF-- <br />l CHASE TO ISLAND <br />j <br />t <br />. <br />I <br />STORY U.N.O. <br />iv <br />o <br />D.W. <br />I <br />I <br />lit <br />A <br />I <br />/ I L� _—_ <br />J— -- I <br />:: <br />I <br />:: Ilj <br />S3 's <br />;trn <br />in <br />'n <br />I / <br />SINK / DISP <br />; ; <br />t t <br />co <br />I <br />I 31/2" <br />t <br />2'-94" <br />4 <br />t <br />Cl) <br />L <br />.......... <br />....... <br />vKn <br />_j <br />■ <br />................... <br />■ ■ ■ <br />... <br />■ ■ ■ <br />• ■ <br />■ <br />■ • • ■ <br />.1 <br />.1 <br />■ <br />■ <br />■ <br />■ <br />H.B.; <br />1' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-10jU" 1 5'-11 <br />5.4„ <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: Y4'=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1-0 <br />45 CONTINUOUS <br />REINF. SEE FIND. FOR <br />QUANTITY <br />#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 />�r <br />0 W N <br />�' r1 • Ci �np <br />� N <br />4' <br />A. <br />.:. d <br />=Ut R. <br />• <br />5 • 0 <br />C)�'4oFESS\o <br />ltl!l111 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />ao <br />E <br />$Q8p`�'c�i <br />V <br />M N N C * LL LL <br />a� M <br />LL .� LL d G. <br />N M W <br />ai w LL a (L <br />Y <br />j <br />13 <br />Q CL i Z p <br />a u) 5 X r- <br />W�:C'4 <br />mho <br />'moPtD : <br />2 E cP a <br />W <br />IL"j. <br />o <br />mod. N O 0 N <br />N a M Z OF <br />z <br />J <br />L) ❑C]❑❑ <br />W <br />R <br />Z N (h <br />z g <br />a <br />a <br />� <br />� <br />Z <br />M t'6 <br />N <br />wFj <br />Tr• <br />0 <br />W <br />rL <br />v <br />ZD <br />(10 <br />® <br />U <br />by <br />o <br />¢� <br />o <br />W <br />M <br />_0 <br />o� <br />z <br />;. <br />oo <br />_® <br />E O <br />QS= <br />X� <br />oa <br />z <br />O E <br />as <br />ouoo <br />K <br />(;Ctip <br />C <br />� 2oz <br />U <br />ym <br />o <br />2 <br />Y <br />z <br />N J <br />Z <br />g�Z <br />o <br />u <br />W� <br />NLL <br />o <br />w` <br />�o <br />CD <br />m <br />w� <br />Z�4 <br />u <br />NM <br />� <br />120 <br />•> <br />00 <br />�■� <br />> <br />T <br />CL <br />C m <br />r <br />0 04CNI <br />Qi <br />■� <br />p <br />r� <br />■Tv� <br />= 00 <br />J n <br />i N <br />cl <br />T T <br />r <br />E <br />M <br />o <br />Z <br />E Q <br />C <br />m <br />.0 <br />E <br />a <br />U 0 <br />¢ p <br />� <br />JOB <br />NO: <br />20-0553 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />w <br />t <br />