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TYP <br />H.B. <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />................... ........... 0 ................ <br />....... ...... ................. <br />INDICATES FILLED CELL w/ 3000 <br />PROVIDE Yj'x 9" <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />to MP OF CONC./ PAVER TO BE 4- <br />J�Q� -3 1/2" SI-10,PE, <br />to <br />In <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />BELOW FIN. FLR. 0'. <br />2'-0" 4--0" 1 2--0" 6--0" V-10" 5'-2" <br />I <br />CONDITIONS <br />DOWELS 5" EMBED W1 25" EXT. <br />--CJ ABOVE SLAB "GRADE 40 STEE12' <br />--CJ C�—I <br />A 7 <br />........ 177 0 <br />r —Ty P— <br />PROVIDE 1 Y," RECESS <br />FOR SGD. REFER TO <br />HVAC CHASE AHU -71 <br />MASON'S SLOPE FOR <br />WIDTH En <br />BASED ON <br />LOCATION <br />LO <br />(2) #5 REBA R <br />1/2" <br />32'-843" <br />VERTICALS w/ in <br />;e3 <br />L <br />FILLED CELL <br />37--5j" 21--2j" <br />6-4" 3'-8- 7'-8- 01 <br />2-- 31/2" SLOPE <br />G <br />OPT. D <br />;0 <br />Lr) <br />S3 <br />Ci ci CJ— <br />71 <br />-4- <br />—CJ 0 <br />9 <br />. . . . . . . . . . . . . — — — — — — — — — <br />------------ - <br />Hj <br />f KITCHEN ISLAN -1 F = --1 111 CEY d' <br />C�T <br />I ISLAND <br />011 <br />--61-x21- -11 : : LOW WALLS [-0] 0 <br />2 6"x1'0 11 DW I <br />�3 <br />b <br />W/ 345 E.W. CJ-- <br />G IN WIDS <br />/-K <br />S3 <br />2'-6- <br />\,!3 j <br />9 <br />23'-11' Z-10" <br />8 <br />Cn <br />(2) #5 RE -BAR <br />�CJ Li --CJ <br />VERTICALS w/ in] <br />FILLED CELL <br />411 <br />ao <br />T.. <br />.......... .......................... <br />:::::.i <br />r-j <br />...... <br />............ <br />C14 <br />........ <br />1 : 01-01, <br />0 <br />....... ... <br />............ <br />7'.2" IGI <br />ici <br />Ci Ci <br />Z-1 <br />Ci <br />..... .. ............ <br />- - - - - - - - - - - - <br />j� <br />v <br />3-1/2" MIN 2500 PSI CONC 0'-0-' <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER <br />(3000 PSI CONC. SLAB FOR <br />HERNANDO COUNTY ONLY) <br />..... .......... ...................... CN... <br />.............. . ............. ............... <br />H B <br />v <br />C'4 <br />F, <br />I <br />.0 <br />�2 <br />C <br />C4 <br />-1 <br />FOUNDATION PLAN <br />SCALE: Y4"= V-0" <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 />VWVF 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 />rn <br />a_ <br />CONTROL JOINT DETAIL <br />I SCALE: 3/4" = V-0" <br />v. vo v. v- v- <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />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 />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />4--J <br />LU <br />C, <br />p <br />M t� <br />LU <br />U0=10 <br />0) Cl) Cl) <br />(-) I <br />%§ LL <br />F:- <br />Ci <br />Al 1. <br />BID <br />N C, v 11" <br />U to Zd <br />W- <br />LU <br />110Z <br />UM <br />E <br />www. S om nrc) r3%C3 <br />F E S S\ <br />To the best of the Engineer's knowledge. information and belief, <br />ft structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Realderrdal ft Edition. EngirmWs signature and seal is only for <br />the structural engineering portions of the drawing pages Maring <br />Englneer's signature and seal. <br />LENNARI <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />1 9 <br />05 9 <br />z c <br />CL <br />z <br />�1 <br />0 <br />Cl <br />z <br />Ce <br />r <br />z <br />0 LL. <br />0 <br />Z <br />0 <br />-R8 <br />M <br />Z <br />Z <br />W <br />Ln <br />6j <br />T--q I <br />LLJ <br />Z <br />c-4 <br />()0 <br />0 <br />C-4 <br />00 <br />z <br />:5 <br />tu— <br />LU <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MJAMES <br />VERSION NO - 4mO <br />SHEEr NO. <br />6.0 <br />