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c <br />C <br />d <br />7'-1 <br />5'-2$° <br />6'-0" 1. 2'-9" <br />F1'$N <br />H.B. <br />TYP <br />L <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2' x 9" N (2) #5 S <br />o <br />_ <br />r <br />I PSI CONC. GROUT FROM FT. TO <br />W/ VERT <br />- RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />iD <br />STEPS AS <br />BEAM (1) #5 REBAR <br />rn TOP OF CONC.! PAVER TO BE 4" --� <br />REQUIRED <br />ABOVE SLAB TYP @ALL <br />0 0' PLACES SHOWN HOOKED FTG. <br />BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />PER FIELD <br />CONDITIONS <br />I DOWELS 5" EMBED W/ 25" EXT. <br />I CJ ABOVE SLAB "GRADE 40 STEEL" <br />' — — ' — — — <br />� <br />CJ CJ r — : ■ ■ ■ ■ ■ ■ <br />— — — — .._._ . .--.— <br />r TYP <br />— <br />PROVIDE 1 Y" RECESS <br />I I <br />FOR SGD. REFER TO <br />I HVAC CHASE I AHU — <br />o <br />S3 <br />- <br />I MASON'S SLOPE FOR ��� <br />I WIDTH <br />LOCATION i W.H. <br />I' <br />I <br />"' <br />- IL <br />I <br />I <br />. . ./ <br />I i� {�. . <br />(2) #5 REBAR <br />�3 1/2" <br />I 32'-84" <br />` - 4'-8$" VERTICALS w/ in <br />FILLED CELL <br />L <br />I <br />— — <br />37'-52" 21'-24" <br />5'-4" S-8" 7'-8" <br />:. 2'-1" -3112" SLOPE <br />7 <br />4'-0" <br />I G <br />; ; OPT. D I: <br />10 <br />S3 <br />CJ — ---- CJ CJ <br />— <br />.I... ' L===--------- -----' <br />CJ I <br />�� I I o <br />r <br />o <br />...... <br />■ : KITCHEN ISLAND ----'I r I CHASE <br />I I I I ISLAND <br />�� ': LOW WALLS o o <br />2-6'x2'-6 x1-0" I I <br />I I. 1 I I' � S3 <br />o <br />W/3-#5 E.W. CJ L�—D—W�-------- N <br />b <br />G SINK w/ DISP r <br />I I K <br />r <br />cn <br />S3 N <br />al{ • S3 I <br />I <br />o <br />o <br />( <br />r 23'-11" 2'-10" 4 14. <br />{ I; <br />L? <br />(2) #5 REBAR <br />�Cj �Cj <br />VERTICALS w/ in <br />FILLED CELL <br />� <br />I CJ <br />aIi I; <br />.-.......-: I .- .......- .......- ..... T <br />I10'_0,, <br />1 <br />O :: I <br />I :::::::: :.' .' .' ...' . 1 .: <br />........... : <br />"' Bo <br />I ■_ <br />o II I co <br />CJ CJ j _ CJ <br />: CJ CJ I <br />M <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />/i/ I I11 <br />SLAB OVER 6 MIL VISQUEEN ; <br />VAPOR BARRIER <br />PSI CONC. SLAB FOR ; <br />/ <br />(3000 <br />n <br />I 1 1 <br />-------�---------I-- <br />HERNANDO COUNTY ONLY) I; <br />— —.--- -------- -I--------- -I <br />. . . . . . . . . . . . . . . . . . . •..• . . • . . . . . . . . . . CN . . . <br />. » • » .. . . . . . . . . . . . . . . . . . . . <br />7'-2" <br />-0" I. 3'-10" I. 4'-0" I. T-10" L 4 <br />FOUNDATION PLAN. <br />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 SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF 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 />-- -� LU z <br />wrL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0' <br />;""—#5 <br />CONTINUOUS <br />,�: ' <br />; ; : �" <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />-;°' <br />#5 X 25" X 25" CORNER <br />' ' <br />BAR ONE FOR EA. <br />'• ' <br />HORIZ. REBAR, TYP. <br />.. <br />... <br />U.N.O. <br />*"Alternate: <br />The reinf. bars shall be <br />�. <br />cont. around corner by co►d <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 />r <br />0 <br />M <- <br />2 N O <br />� U <br />z o <br />J M <br />� N <br />M <br />o <br />� zC1 <br />000 <br />C/� Y <br />w n <br />a <br />� o Q <br />N c E <br />U 0° <br />m <br />` E <br />o g <br />® W <br />ul..., <br />= <br />U o <br />• <br />Ism <br />Z W �N$ Z�::F iw z <br />U)U) <br />W ~��Ql�l6p11�'; t;° w <br />Ch <br />I <br />CIJ <br />:co <br />0 <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 Florida Building Code - <br />Residential Bth 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 />r— <br />o <br />M <br />M <br />d <br />o <br />w <br />z <br />Q <br />U <br />Q E <br />o <br />zo <br />�o <br />w <br />>m <br />Z� <br />�® <br />CU <br />o <br />o14 <br />U <br />a F <br />W <br />0 O <br />° <br />N <br />o <br />o <br />Q <br />Z <br />�� <br />y L <br />Cl) C <br />_ <br />O <br />0r <br />U <br />w <br />m <br />°� <br />Z r <br />> Z <br />fq <br />m <br />¢ <br />Z <br />LU <br />ca--n <br />�� <br />Kg <br />a <br />w <br />=ti <br />-) <br />V <br />�� <br />oz <br />aF <br />=3 <br />Mill!CAD <br />o <br />Z, <br />}o <br />a <br />O <br />2 O <br />.y <br />> d' <br />^L' <br />W <br />i <br />_ L <br />O° <br />O <br />�\ <br />O <br />Q <br />co <br />C -0 <br />N <br />T <br />Q CF) <br />r <br />'r^ <br />u <br />T <br />I CD N �+ <br />r— <br />ai <br />0 C7 N <br />o <br />z <br />E 0 <br />E <br />cc <br />c <br />o <br />U -j Q p <br />JOB <br />NO: 19-5893 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />