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c <br />G <br />6'-4" <br />H.B.t <br />LI , <br />• in <br />TYP @2 J <br />STORY S6 <br />2'-20" . 2'-1 <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 SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN 1/8" SAWCUT x 114 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />z <br />�-� AT_ w <br />CONTROL JOINT DETAIL. <br />SCALE:1 112"=I A" <br />■;............... ..... ......... ..•....... ..N............ ......... ............... ..... E....■ <br />NT <br />T I d 5-4 16'-3" FND.OFOR QUANTITY <br />HVAC CHASE J ' <br />BASED ON 0'-01, I S6 <br />■ : \ LOCATION r <br />T I :, - -, ; , . #5 X 25" X 25" CORNER <br />■ . ' BAR ONE FOR EA. <br />rt/i _ ~1� I HORIZ. REBAR, TYP. <br />7 INDICATES FILLED CELL w/ 3000 , . :. U.N.O. <br />PSI CONC. GROUT FROM FT. TO I C? : ; <br />I BEAM W/ (1) #5 REBAR VERT f �; ,: **Alternate: <br />The reinf. bars shall be <br />ABOVE SLAB TYP @ ALL PLACES c i <br />around corner b cont. cold <br />■' r r SHOWN HOOKED FTG. DOWELS 5" Y <br />' I ` I 5'-411" - r bendingthe bar w/ min. <br />19� is r 1 ; EMBED W/ 25" EXT. ABOVE SLAB TYP @ 2 STORY bar lap of 25". <br />"GRADE 40 STEEL" <br />I t TYP. CORNER BAR DTL. <br />N CJ ICJ 771 <br />L JfiI �,' CJ I 2'-6" x 2'-6" x 1'-0" <br />G I li 1' I W/ (3) #5'S E.W. <br />S3 I •'` = T <br />SCALE: 1 1/2"=V-0" <br />STUB UP TO „ I t <br />' I I 2ND FLOG 1 9 0' 13'-74' <br />FOR A/C : '. '.'.:::::: : ::::::..: — --q <br />:I I:W. <br />I I (2) #5'S <br />■ ; I 0 _0 TOP OF CONC.! PAVER TO BE 4" L <br />BELOW FIN. FLR. S3 <br />0 <br />PROVIDE %Z' x 9" SLOPE 2'-6" x 2'-6" x 1'-0" <br />J I I -3 1/2" 3 #W/ 5'S E.W. <br />T S6 1 RECESS FOR FRT. DOOR ( ) <br />7 TYP @2STORYCj <br />r — — — — — — — — — — — — — — — — ■ <br />■ OP <br />CV <br />(2) #5 REBAR `r <br />I / BUILDER TO PROVIDE CC (2) #5'S iv <br />.� _ � VERTICALS w/ in ( <br />3 1/2" 3-112" MIN 3000 PSI CONC. I �, APPLIANCE PROTECTION S3 FILLED CELL <br />PROVIDE 1 %Z' SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY <br />q I I RECESS FOR I COUNTY ONLY <br />10 L SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />S3 I MASON'S SLOPE SLAB OVER 6 MIL I I <br />L I FOR WIDTH VISQ ERN VAPOR <br />■• I I I I <br />STEPS AS <br />REQUIRED PER TO <br />I CHASE I I <br />FIELD I KITCHEN ISLAND I <br />C? CONDITIONS : LOW WALLS ISLAND I (� 31/2 SLOPE <br />4CJ ED b <br />■: I p I —F— CJ T I 4' 11 " I I k-6" <br />A 4" <br />r� —=, I I I <br />�r�J�li� N-----------� I I J <br />IILLill I I S3 <br />0'-01, <br />I I <br />II I-_ —JJJII z I I I LCl' <br />' Q <br />(2) #5 REBAR <br />VERTICALS w/ in I <br />I S3 FILLED CELL <br />q 2 STORY <br />CV <br />J <br />S6 TYP @ 2 STORY <br />'-4" 6'-0" 6'-0" 6-0" <br />H34 <br />FOUNDATION PLAN <br />SCALE: %4"=1'-0" <br />C9 <br />tM <br />0 <br />m <br />Z <br />Z <br />Q <br />J <br />a <br />U) z <br />V)� (D <br />csa <br />-N w <br />Q <br />O w <br />~ <br />0,-0 <br />Ln <br />i 0 <br />C <br />w <br />U <br />0) M <br />M <br />C cc 01) <br />2U M <br />N <br />O <br />U <br />O <br />_ <br />I U� <br />L LL 00 <br />Sao <br />Q rn <br />rn Q o <br />Al <br />D <br />I <br />D. <br />N C <br />t, <br />fa I <br />or 0 <br />�. <br />6 <br />ZU <br />E <br />z <br />N p <br />W <br />To the best of the Engineer's know.6dgef q o , and <br />belief, the structural plans and specificafion�'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 />O[V <br />Z <br />0 n <br />L>-L M O <br />M <br />Q O Ln <br />a L 'C) N <br />Q LL. <br />z <br />C)-`� <br />Q rM-I-I <br />OC) <br />Q <br />E <br />Z to <br />LLj C:) <br />W <br />J <br />J <br />oZ <br />�a <br />z <br />w2 <br />P��° <br />zLU LU <br />D z Z a <br />a <br />O <br />U�LO <br />w <br />oLn <br />z <br />0 <br />z <br />� <br />L n <br />LL- <br />z <br />0 <br />U <br />• _ <br />� <br />0 <br />�Q <br />z <br />O <br />oU <br />z� <br />QY� <br />U co , <br />o_ <br />N <br />zao¢ <br />Wok <br />0¢z3 <br />Z <br />Z <br />N <br />� Cy <br />W <br />-i <br />T-1 <br />LLJ <br />a <br />„ o -0 <br />�< <br />o <br />v- <br />Lr)z <br />Q <br />z <br />a z <br />=82 <br />aji <br />C? <br />QZ <br />W <br />�z <br />�o <br />a <br />0 <br />00 <br />J <br />= <br />w <br />rn <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO. 2v0 <br />SHEET NO. <br />6.0 <br />