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a <br />00 <br />E� <br />L <br />NO <br />00 <br />TYP @ 2 STORY <br />J <br />S6 H.B..t <br />■ ■ ■ ■ ■ ■ ■ ■ <br />I <br />4 <br />12 STORY <br />CC (2) #5 REBAR <br />fO I S3 I VERTICALS w/ in <br />c I FILLED CELL <br />■: I <br />1L J� 3 <br />9 <br />J <br />r- <br />c� <br />�� S3 <br />JDt� a -----------1 (4" ( ( <br />I�- <br />L �� I <br />fV <br />■•I ( � II I -_CJ <br />4'-0" <br />:I I oil jr - _ - -_ __ _ I I CJ I <br />LrJ -- — — — — — — �g _ — i t <br />1/2' <br />4 <br />T <br />04 <br />to <br />STEPS AS <br />KITCHE NDI CHASE I I-3 SLR I <br />I <br />REQUIRED PER <br />LOW WALLS <br />TO <br />FIELD <br />CONDITIONS <br />( ISLAND <br />3-1/2" MIN 3000 PSI CONC. <br />PROVIDE 1 11 SLAB FOR NANDO <br />L <br />I RECESS FORCOUNTY ONLY <br />Q <br />_o <br />I S3 <br />I SGD REFER TO 3-1/2" MIN 2500 PSI CONIC <br />I <br />co <br />to <br />MASONS SLOPE VER 6 MIL I 2 STORY <br />ISLAB O <br />31/2„ <br />EN VAPOR I BUILDER TO PROVIDE <br />FOR WIDTH V SQ BARRIER I �� APPLIANCE PROTECTION CC (2) #5 REBAR <br />( \� <br />L <br />WHEN REQUIRED PER FBC S3 VERTICALS w/ in I <br />( 1 FILLED CELL <br />a <br />N <br />Ci <br />I <br />— <br />TYP @2STORY J <br />L--------- — ------ ■ <br />•- <br />M <br />PROVIDE Y2" x 9" <br />-3112" <br />2'-6" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR <br />-SLOPE <br />W/ (3) #5'S E.W. <br />■ : 10.0TOP OF CONC.I PAVER TO BE 4" <br />c� <br />q L <br />L <br />BELOW FIN. FLR, <br />M <br />I �— I ; ■ <br />. <br />STUB U 1,_9N :_0,:..:::: 13'-7 " ::::::: : ■ <br />r <br />— — <br />2ND FLOG <br />FOR) /C I I : <br />Is <br />e <br />G r, <br />_ <br />4� I <br />2'-6" x 2'-6" x 1' -0" <br />W/ (3) #5'S E.W. <br />o <br />' <br />fV <br />IJ <br />19'-0" 5-4,6" t_ { INDICATES FILLED CELL w/ 3000 <br />I 1 PSI CONC. GROUT FROM FT. TO <br />TYP @ 2 STORY <br />- I . • • • • • • • • • >-� BEAM W/ (1) #5 REBAR VERT% I <br />a <br />ABOVE SLAB TYP @ ALL PLACES <br />N <br />SHOWN HOOKED FTG. DOWELS 5" I <br />'r' <br />a0 <br />EMBED W/ 25" EXT. ABOVE SLAB <br />'a "GRADE 40 STEEL" <br />N <br />^ HVAC CHASE <br />■•��' BASED ON I L�0'-0" I <br />J <br />4 <br />0 0— <br />LOCATION <br />5'-4" 16'-3" <br />, <br />`— — — — to <br />. N 44� <br />— — — — — — — — <br />�I _ <br />S6 <br />c <br />o0 <br />......... .... <br />Mi <br />H.B.+ <br />TYP @2 J <br />STORY S6 <br />64„ 6,_0" 6,_0n 6'_0" 4,-0„ 64„ 2,_28„ 2,_11N <br />38'-0" <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-0" <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 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />LF <br />zr:: % <br />U) <br />CONTROL JOINT DETAIL SCALE: I o <br />#5 CONT REINF. SEE <br />FND. FOR 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 />:ont. around corner by cold <br />lending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=1'7" <br />U u, <br />Z o <br />Z <br />z <br />Q <br />o_ <br />U) z <br />V�)0 � <br />4--J w <br />Q <br />�V - <br />O"' <br />Lu <br />E <br />U <br />t1J <br />~ <br />_ <br />_ <br />0 <br />�M M <br />C M <br />�° M <br />0 tV <br />"8 <br />o <br />A' <br />B D. <br />N C <br />'\�-J'' <br />• <br />N -z <br />121� —. <br />�lMIT <br />LLCD <br />(ff <br />7o the best of the Engineer'slu�gwledge, Inform�tldtir nd <br />belief, the structural plans andsp�cifintlangdohteined <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 N <br />0�a)N <br />�> U-) <br />M <br />Q V '0 Ln <br />a cn •,� � <br />Q U_ <br />�"- a • f j <br />V <br />Q 00 <br />Z <br />WJ <br />0 <br />J <br />cea <br />za <br />H <br />z <br />Q <br />080, <br />g ED <br />z <br />O <br />L <br />18 <br />Ln <br />N <br />LL <br />U <br />_ <br />0 <br />� <br />oLL <br />Igg <br />� <br />o� <br />a3 <br />Z <br />,-'I <br />LLJ <br />u <br />a <br />J <br />7­4 <br />ILI J <br />Q <br />z <br />Z <br />�zy <br />LU <br />ag <br />CN CN <br />M <br />m <br />O <br />N <br />Z <br />W <br />= <br />W <br />rn <br />,--I <br />0. <br />cn <br />x <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO' <br />5ol <br />SHEET NO. <br />6.0 <br />