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v+ <br />v <br />_ <br />c <br />v <br />x <br />N <br />0 <br />r- <br />rn <br />N <br />1 <br />00 <br />J <br />m <br />Ln <br />r- <br />L0 <br />cV <br />c <br />N_ <br />O <br />0 <br />J <br />N <br />w <br />tR <br />00 <br />00 <br />0 <br />M <br />0 <br />6'-4" <br />3' <br />H.B.? <br />43'-0" <br />TYP@2 tSTORY <br />2'-2- 2'- <br />5'-0" <br />■ . . . . . • . . . . . . . . . • . . . . . . . . . . . . • . . . . . . . . . . . •. . . . . . • . . • •. ■ <br />N — — — —I— — t <br />�� —: — — — — — — — — — — � <br />I60 <br />- <br />5,-4„ 16-3" <br />I <br />\ HVAC CHASE <br />�� BASED ON I O0' <br />■: <br />\ LOCATION I -- : ■ <br />INDICATES FILLED CELL w/ 3000 <br />I I <br />`t <br />PSI CONC. GROUT FROM FT. TO <br />00 <br />BEAM W/ (1) #5 REBAR VERT <br />`�\ <br />r <br />, ....... , ABOVE SLAB TYP @ALL PLACES <br />■ \ \ `� \ \ \ :. <br />5'-416' f I SHOWN <br />I <br />EMBED W/025"DEXT.ABOVE SLAB <br />r 11 { "GRADE 40 STEEL" <br />TYP @ 2 STORY <br />0I <br />CJ O; �G�J _� L J? CJ i <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />I I I STUB UP TO I 1 I <br />iv <br />' I I 2ND FLOOD1.-91 1 01% . 13-74 <br />■ ; I I FOR A/C : '. '. '.:::::: . ......... . <br />�-Ir <br />— — <br />ih <br />I - <br />I <br />I I <br />(2) #5'S <br />TOP OF CONC./ PAVER TO BE 4" <br />■ ; 10'-0" <br />L ' <br />S3 <br />BELOW FIN. FLR. <br />( <br />2'-6" x 2'-6" x 1'-0" <br />PROVIDE Y2" x 9" <br />SLOPE <br />S6 <br />RECESS FOR FRT. DOOR <br />-3 112" <br />W/ (3) #5'S E.W. <br />TYP @2STORY <br />r --- —--- --- — -®---� ;■ <br />---f--- <br />0 <br />o <br />I V #5 REBAR <br />BUILDER TO PROVIDE CC <br />_ VERTICALS w/ in I <br />3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 FILLED CELL <br />(2) #5'S N <br />I -3 1/2" <br />`, <br />PROVIDE 1 Y2" SLAB FOR HERNANDO ( I WHEN REQUIRED PER FBC 2 STORY I <br />o <br />I <br />I RECESS FOR COUNTY ONLY I <br />rn <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC I I <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL I I <br />FOR WIDTH VISQUEEN VAPOR <br />BARRIER ( I I I <br />■' I I I <br />STEPS AS <br />: I CHASE <br />REQUIRED PER <br />TO I I I <br />to <br />FIELD <br />CONQITIONS <br />I KITCHEN ISLAND ISLAND I 7 I <br />: LOW WALLS I -3 1/2" SLOPE <br />CJ <br />ED <br />I I <br />N <br />CJ �0'-6" <br />I II -�-4'-11" <br />00 <br />- rF--� <br />L I J I <br />9 <br />CD <br />IIrrJj� - - - - -------� I <br />I S3 I <br />M <br />IILJii IE5 I I <br />II L JII z 0'-0.1 I I I <br />L-=J1�' <br />' o <br />■• I <br />I I <br />I <br />I = I CC (2) #5 REBAR <br />T S3 VERTICALS w/ in <br />: I FILLED CELL <br />Q <br />I 12 STORY <br />i--------- _ _ <br />■. ........ ..... �.... ■ ■ ■ ■ ■ <br />CV <br />J <br />S6 TYP @ 2 STORY <br />-0" 6-0" 5'-4" <br />H.B.+ <br />4'-0" 4'-4" <br />5'-0" <br />FOUNDATION PLAN <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />• <br />LJJ <br />W <br />47- <br />Z <br />- <br />U) <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1 /2"=V-1)" <br />' <br />•r �� <br />•:;: <br />: <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />'�_,, • '� ,, - '� ',; <br />.' <br />'�_ <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />"Alternate: <br />_ <br />: <br />The reinf. bars shall be <br />���: • t;:,: ��� �r�: • �r�: �� <br />cont. 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"=1'-0" <br />Z o <br />Z m <br />Z <br />Q <br />J <br />13 <br />a <br />U) <br />V) C9 <br />(1) <br />�V — <br />L3J <br />c <br />1- <br />E <br />cNn <br />o 0 <br />U <br />LU <br />F _ E <br />wig— cg <br />Cl) <br />01 ca C0 <br />70 <br />= N <br />O o 0 <br />= Qj <br />N <br />L_ LL co <br />700 <br />�C cmM <br />u7 V <br />C. <br />¢ O <br />Al <br />I <br />n �! <br />�;4�t` <br />'aA <br />4, d' <br />�A <br />F , m m <br />Wax'` Cs? <br />0- <br />w <br />&U LLB <br />. Q (/a ' y <br />zu <br />Y 0 c c <br />m <n <br />To the best of the Engin eS��lecIfA:! j,"N Po'n, and <br />belief, the structural plans ar{� gaW��s 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 <br />Z <br />0 � <br />00 <br />F%1 (� M <br />M <br />Q C!) f0n L <br />'i <br />In <br />Ln <br />W <br />zz <br />Q L <br />CL L <br />DC U 0-00 <br />Q <br />% <br />§ E <br />Z <br />WJ <br />C:) <br />d' <br />,z <br />0 <br />w <br />za <br />�a <br />z <br />w<W� <br />UZ8° <br />� <br />ZLuwX <br />}�" j <br />0- <br />SOZZ <br />� ce � J <br />11 J O O <br />z <br />O <br />�61 o <br />��o <br />T <br />�= <br />oz <br />zU <br />J <br />< <br />oC <br />g� <br />Ln <br />(n <br />^C: <br />W <br />O <br />L / <br />O <br />u <br />= <br />N <br />O <br />z <br />o� <br />J <br />O U <br />w <br />U08n <br />N <br />A <br />a <br />z <br />Z <br />0z <br />WaWr <br />QV <br />Z <br />rz <br />pQ9oo <br />ZJLn <br />�Z,--I <br />LJJ <br />UoJ3- <br />6 <br />00 <br />Q <br /><Q <br />z <br />LU � W z <br />*k <br />N <br />Z <br />a Z <br />m <br />� <br />< z <br />� <br />06 <br />2 <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ml <br />SHEET NO. <br />6.0 <br />