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im <br />-4" <br />........... ................ 77 ........... <br />.......... ................... ................................ <br />1C14. <br />`r <br />1 <br />{ I <br />3-1/2" MIN 2500 PSI CONC I <br />'. '. '. '. '. j. '. '. '. 1 <br />SLAB OVER 6 MIL VISQUEEN I ; <br />VAPOR BARRIER I <br />: ■ <br />1 <br />o <br />(3000 PSI CONC. SLAB Fpr_0•, <br />OR <br />HERNANDO COUNTY ONLY) <br />1 <br />13 -54 CJ 7'-2" CJ { 1 CJ <br />CJ CJ <br />ooFD <br />I <br />a <br />0'-0e <br />I <br />`r <br />50 <br />'..................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' . <br />9 <br />' <br />CJ : CJ CJ <br />I { I <br />(2) #5 REBAR <br />00 <br />r <br />S3 <br />{ { o S3 VERTICALS w/ in <br />FILLED CELL <br />$M. <br />23'-11" 2•-10" 4,_i4' <br />1 { <br />0 <br />o <br />T <br />G <br />I S3 — $IINK / 11SP <br />2'-6"x2'-6"x1'-0" CJ D l N <br />W/ 3-#5 E.W. Fir I I <br />LOW WALLS I I I o I C ASE TO <br />L _ _ J�f—c <br />D"."), K <br />{ I <br />i S3 <br />=Z-7— <br />CN <br />�— <br />� <br />CEO <br />r <br />op <br />I CJ I — — — — — CJ CJ 7 <br />: <br />CJ b) I <br />N <br />rn <br />G <br />I <br />S3 <br />5'.4" 3'-8" 7'-8" <br />OPT. W <br />:: 2r_ .. -31/2e SLOPE? I <br />I 1 37'-51" I <br />121'-24" <br />32-84" <br />4,•, <br />53 <br />(2) #5 REBAR <br />I 1/2' <br /><<.". .. VERTICALS w/ in I <br />00 <br />m <br />c <br />In <br />S3 <br />I <br />I PROVIDE 1 Y" RECESS <br />...—::: I FILLED CELL <br />HVAC CHASE \\ I W.H. •: <br />71 <br />FOR SGD. REFER TO <br />I <br />BASED ON I• <br />L TYP <br />MASON'S SLOPE FOR I <br />I LOCATION AHU----------+—-------J <br />` <br />WIDTH <br />: I CJ INDICATES FILLED CELL w/ 3000 <br />... . . . . . . . L•._ :" . . ■ O0 ■ ■ ■ ■ ■ <br />CJ C <br />N <br />STEPS AS <br />I �REQUIRED0•_prr PSI CONC. GROUT FROM FT. TO <br />FT <br />I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />PER FIELD <br />BEAM W/ (1) #5 REBAR VERT <br />I <br />4 <br />= <br />T <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />r; TOP OF CONC.I PAVER TO BE 4" 3 1 /2" SLR I <br />BELOW FIN. FLR. <br />= <br />cD <br />PLACES SHOWN HOOKED FTG. <br />� <br />DOWELS 5" EMBED W/ 25" EXT. <br />to PROVIDE Y2" x 9" N (2) #5'S <br />— ABOVE SLAB GRADE 40 STEEL <br />— — — — RECESS FOR FRT. DOOR <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 />VWVF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN.- <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />w <br />4- LL <br />L a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <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 />O <br />� m <br />Z M <br />Z � <br />Z <br />d <br />Ut <br />i--i w <br />ra Q <br />*U — <br />O`L <br />r~ <br />U <br />w ® <br />~ <br />o0 <br />m <br />0 v) <br />p <br />C f0 M <br />C N <br />_ <br />U <br />`s` 0O0 <br />�i 0 <br />A 1 <br />B D. <br />N N <br />0 <br />� 0ID <br />Z �' z <br />W w <br />— a <br />Z yj <br />p <br />g4- <br />IULH <br />Zees<<r, a <br />W� <br />� i <br />v C,O <br />O <br />�N <br />��(( t O • <br />1 <br />����� R O F E S S %O\ \ ���, <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 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />W� <br />za <br />Z <br />j <br />g� U <br />N <br />Q J <br />OtJ <br />H <br />0 <br />g <br />z <br />G <br />z <br />Itx <br />� <br />n <br />Z <br />0 <br />�_ <br />po <br />LL <br />U, <br />U <br />u <br />Z <br />H. <br />o <br />O <br />r_r- <br />J <br />A� <br />�jH6 <br />• _ <br />T <br />G <br />Z <br />0*1 <br />E <br />Z <br />.I <br />T-A <br />r1 <br />W <br />lye °� <br />aZLU <br />110 <br />Z <br />Z <br />8 <br />0 <br />0) <br />QZ <br />J <br />= <br />auj <br />rn <br />,--I <br />a <br />V) <br />s <br />SCALE : AS <br />NOTED <br />DATE : 08/07/2019 <br />TECH: FM <br />VERSION N0. 4wO <br />SHEET NO. <br />6.0 <br />