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c <br />c <br />v <br />O <br />S <br />00 <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN r1/8" x 1/4 S <br />55'-10" 8'-6" UP PER 1 3 OF SLAB THICKNESSTWHERELAB <br />5 OR FIBERMESH SHOWN ON <br />V-6" V-7 .16'-4$" 6'-0" 6'-0" 6'-01• 6'-0" 6'-0" S'-2j" T-11" REINF, SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY <br />U.N.O. T-O" <br />w <br />w <br />S3 H.B.fi <br />♦` <br />° — <br />—�-: — <br />BUILDER TO <br />4'-0" <br />12'-1" V�/,H, <br />PROVIDE <br />APPLIANCE <br />2 #5 REBAR <br />O <br />0'-0" I <br />:: I <br />; ; ; : <br />PROTECTION <br />WHEN REQUIRE <br />D I <br />VERTICALS w/ in <br />FILLED CELL <br />35`-4" <br />PER FBC <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />SLAB FOR HERNANDO cv I <br />�r <br />COUNTY ONLY S3 <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-7 " '-9" 4'-10" <br />VAPOR BARRIER <br />I I I <br />■ ; I — CJ :: -GJ : I : — CJ <br />I <br />o <br />io <br />q <br />iT <br />-rny <br />5'-3" 1 1-10" T-6"0.I ° r <br />O I N I b> <br />y <br />co <br />eo <br />t;� <br />OP. W T. D -3 1/2" <br />" G <br />2 -6"x2-6"X1-0 FTG _ _ _ _ <br />W/ (3) #5 E.W. S3 3'-5" <br />SLOPE <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />N I AHU I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />I <br />FILLED CELL <br />� S3 <br />ici <br />S3 <br />CJ <br />...... - .. ... ............... <br />4 <br />■ 4'-4" <br />/ 2'-6"x2'-6"X1'-O" FTG <br />W/ (3) #5 E.W. . <br />INDICATES FILLED CELL w/ 3000 PSI I <br />i / I PROVIDE x 9" `n <br />Y2' <br />CONC. GROUT FROM FT. TO BEAM / RECESS FOR FRT. OOR <br />W/ (1) #5 REBAR VERT ABOVE SLAB / <br />�LHVAC <br />I �- " I <br />SLOPE I <br />L <br />S3 <br />t4 <br />v <br />o <br />in <br />4'-0" I <br />4'-4" 4'-6" <br />TYP @ ALL PLACES SHOWN / CHASE TOP OF CONC,/ PAVER T BE 4" <br />` HOOKED FTG. DOWELS 5" EMBED / BASED ON 01-01, BELOW FIN. FLR. <br />■ <br />: ■ <br />■ ■ ■ <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 I LOCATION I <br />/ <br />STEEL" �� :;.... <br />1... <br />�.�.�..:»�.�.�.�.'.... <br />4'-0" <br />/ 16-10" <br />:12_10" <br />b <br />: <br />4 <br />10 <br />STEPS AS <br />I <br />PROVIDE 1 Y2" RECESS I . '. '. '. '. '.'. ' : .' . I <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO KITCHEN ISLAND :: <br />MASON'S SLOPE FOR / OPT. • ' ' • ' ' • • • ..• " <br />/ LOW WALLS <br />ics: <br />10-104 <br />CONDITIONS <br />■; WIDTH ice' CJ F------------I CJ REF.:: —I-CJ <br />CJ—Iljj f ,■ <br />(_-- <br />— — — — — — — y--� - — <br />— _---- <br />i / —I — — — j CHASE TO ISLAND <br />— — — — — — <br />TYP 1 <br />F <br />STORY U.N.O. <br />or <br />I D. W. O O <br />�0 <br />f <br />iv <br />I I <br />I t . <br />A <br />/ I �L _ J <br />l <br />"r� <br />S3 'n <br />31/2" <br />I / % % SINK I DISP :: .. <br />:: I t I <br />t 0'_p" I <br />L_ <br />16'-0" 2'_�" 6'-10" <br />t <br />: ■ <br />/ <br />It <br />q <br />I <br />b <br />T <br />0"L <br />; I .. <br />—+----------- .--------- I— - <br />.. --- It---------J <br />7 <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />1 <br />2'-10" 1 5'-11 <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 11/2"=14" <br />.;� <br />.� <br />:r <br />#5 CONT REINF. SEE <br />. • <br />• <br />, . <br />"�. <br />FIND. FOR QUANTITY <br />�•' <br />' <br />' <br />#5 X 25" X 25" CORNER <br />' ' �'• ' ' �'• ' •�' <br />•' <br />BAR ONE FOR EA. <br />' <br />' <br />HORIZ. REBAR, TYP. <br />• <br />•.. <br />U.N.O. <br />• •, • • - - • • • <br />**Alternate: <br />' <br />The reinf. bars shall be <br />• • • • • •. •• • - • • •, <br />cunt. around corner by cold <br />bending the bar w/min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />u, <br />C.9 r• <br />Z c <br />z�z <br />Q <br />a <br />U) z <br />Vi c� <br />w <br />O G <br />Vi = <br />E <br />co o <br />W <br />co N <br />N M <br />■ <br />�U <br />LL ODD <br />U rah@j <br />� OD <br />tea` o <br />Q of <br />Lo <br />sstt <br />Oi ¢ o <br />At <br />, <br />v <br />93 2 <br />. <br />C9 <br />•c <br />aFlO. <br />UN Z lb •SSIO <br />W <br />�m <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition- Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z (VO <br />0 � N <br />>(AMO <br />M <br />CL -C: - <br />L <br />Ln <br />CL .•. <br />oC U CL ` 0 <br />Q � <br />� <br />M <br />Z <br />WJ <br />0 <br />d' <br />Z <br />F <br />U g0, <br />`_wi <br />J <br />z <br />�z <br />^ <br />LL <br />��g� <br />Z <br />O® <br />O <br />�o <br />C <br />o <br />L <br />U <br />= <br />O <br />O <br />�u, <br />o <br />1; y <br />�199 <br />w <br />Ln <br />Lu <br />LU <br />z <br />v <br />W <br />m <br />Z <br />Z <br />� <br />W <br />_ <br />11Z <br />49 <br />O <br />a- <br />Ln <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: M)AMES <br />VERSION N0. 4nO <br />SHEET NO. <br />6.0 <br />