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L0 <br />C'4 <br />Lr) <br />C) <br />C14 <br />r- <br />LC) <br />�s <br />04 <br />C7) <br />�5 <br />M <br />QD <br />L0 <br />C14 <br />LO <br />S <br />i� <br />00 <br />I'D <br />C'4 <br />C) <br />C-) <br />c::) <br />E <br />E <br />0 <br />2 <br />LZ <br />6: <br />00 <br />C) <br />C'4 <br />C1`1 <br />C) <br />U-) <br />U-i <br />r,n,-().. <br />T-13" \131-101, 51-81, 0 T- 10" 7'-8" T-1 0" 2'-0" 6-101, T-4" 5-2" 4'-4" <br />STEPS AS <br />C, <br />2' 0" <br />N, <br />TYP @ 1 STORY <br />REQUIRED <br />10'-2" <br />'01 <br />U. N. 0. A <br />S� <br />M PER FIELD <br />PS3 CONDITIONS <br />H.B. t <br />N, <br />LN 0 <br />LAVN, <br />t <br />NJNN INDIC�TES FILLED CELL w/ 3000 PSI <br />It <br />PROVIDE 1 Y2" RECESS <br />N, <br />I\ I I CONC. GROUT FROM FT. TO BEAM <br />FOR SGD. REFER To <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />MASON'S SLOPE FOR <br />TYP @ ALL PLACES SHOWN <br />N, 'TUB/\ <br />td <br />WIDTH <br />I? cli <br />HOOKED FTG. DOWELS 5" EMBED <br />SHOW��\ <br />A W/ 25" iEXT. ABOVE SLAB "GRADE 40 <br />S TEELI' <br />7 <br />LAV <br />HVAC C <br />NN NN 'HASE <br />N\ BASED ON 3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />LOCATION HERNANDO COUNTY ONLY <br />2'-6" x 2-6" x V-0" <br />w/ (3) #5's EW <br />N, N, 3-1/2" MIN 2500 PSI CONC SLAB <br />Cji N\ <br />N, N, OVER 6 MIL VISQUEEN VAPOR <br />1 <br />81 <br />NN 29'-55- BARRIER <br />20 -64" <br />NN <br />`N NN <br />rG <br />I,%, �3 <br />N\ <br />C- <br />ci <br />01-0.1 <br />Ar— <br />E <br />91-1131. <br />4 <br />8'-71" <br />2 <br />21'-10" <br />------ <br />-- Nr <br />7" NN <br />C� <br />10 <br />1111 0 1 N4 NN 'N NN <br />`N <br />1111 1 N, <br />Ll 4 <br />1 lrr=___j `N, NN N, <br />I <br />I t*G G \NN <br />19--101, <br />4' <br />-T4*, 0 �1 I 6'jZ" 1 <br />8 <br />16. <br />T-0" x 3-0" x V-0" <br />U? <br />N, <br />C1) <br />2'-6" x 7-13" x 1 '-0" <br />------------- <br />- <br />w/ (3) #5's EW <br />\7 <br />I <br />N.H.'\ CIC41r <br />3 112" <br />91, <br />V <br />cc <br />-STUB UP TO <br />S3 <br />2ND FLOOR <br />BUILDFIR TO <br />2STORY <br />FOR A/C <br />-15 <br />PROVIDE APPLIANCE <br />GG <br />7-48" Z-8" Z-658" 748" <br />PROTECTION WHEN <br />S3 <br />1 <br />REQUIRED PER FBC <br />, 'T <br />7 <br />ci <br />"v. <br />x <br />Z-13" x Z-6" x 1 <br />D.W. 1 <br />I <br />0 w/ (3) #5's EW <br />SINK wl DISID <br />F_ <br />--I <br />8 <br />60 <br />CHAS� TO <br />ISLANr <br />OPT. <br />REF. <br />RANGE <br />L_ <br />_j <br />2STORY <br />cJT <br />11 L( I <br />L <br />cii <br />ci <br />LAV <br />(2) #5 REBAR <br />T' (2) #5 REBAR <br />L__J <br />VERTICALS W1 in <br />VERTICALS wl in <br />7 <br />1 <br />FILLED CELL <br />FILLED CELL <br />21_-6"-1 <br />8 4' <br />1 <br />X <br />V <br />PROVIDE Y2" x 9" <br />x <br />xx,\ <br />X, <br />RECESS FOR FRT. DOOR <br />X, <br />3'-0" x T-O" x V-0" <br />w/ (3) #5's EW <br />01-0.1 <br />Cj <br />Z-6" x 2-15" x 1 '-0" <br />uj <br />C L <br />0 <br />3 112" I <br />w/ (3) #5's EW <br />_j <br />P <br />-0.1 <br />01 <br />4'-0" 316' _10.. <br />3. T-10" <br />3-f' <br />V-8" <br />16'-0" <br />)'-0",1'-4" <br />8'-0" <br />6-8" <br />14'-8" <br />2'-0" x Z-O" x V-0" <br />,. �3 <br />W1 (3) #5'S E.W. <br />TYP. (4) <br />x <br />K" <br />x <br />,0.1 51-1011 '-0" 5'-8" <br />18'-8" <br />101-01, <br />21'-4" <br />50'-0" <br />FOUNDATION PLAN — ELEV—B <br />SCALE: Y4"=1`-0" <br />NOTE: <br />• �V_HERE 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 />WiJVF 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 />U-J <br />U-i <br />X. <br />Cl- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />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 />T <br />U.N.O. <br />--Alternate: <br />-------- <br />nf. 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-10" <br />Z_ <br />U) <br />V) (D <br />(L) <br />C—n <br />4— LL, <br />U <br />0 Lij <br />V) 01- <br />V) :D <br />M0 <br />C:) <br />04 <br />j <br />0) C) <br />04 <br />0 <br />(-) <br />0 C> <br />r- LL 00 <br />Ila- <br />< <br />C) <br />A 0 <br />8 D. <br />oo. <br />J�_ c�- <br />gij®r> <br />z <br />LU a <br />_j <br />0�W'W""SE�dQ9M <br />F <br />/?Or-E55\ <br />S\N, <br />x <br />To the best of the Engineer's knowledge, infor;ation and beiief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2017 Flonda Building Code - <br />Residential 6th Edition. Engineer's 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 200 1 Tampa, FL 33607 <br />.,w1ennarTampaxorn <br />is <br />0 z <br />; <br />ce <br />Uj <br />z <br />0 <br />0 0 <br />U (J <br />0- <br />0 <br />Z Z <br />Wwz <br />LLI <br />Co <br />< <br />Ln <br />z z <br />0 <br />Ld <br />z <br />0 <br />Z:) <br />-0 <br />fu <br />1,-� <br />0 <br />— <br />0 <br />> <br />< <br />z <br />< <br />U <br />V) <br />r-4 <br />C) <br />::D <br />0 <br />U <br />J!z <br />< <br />00 <br />z <br />z <br />LU <br />1- <br />r1i <br />Ln <br />'0 <br />�&2tj <br />Lij <br />< <br />< <br />z <br />0, <br />U <br />U <br />0 <br />1<Z <br />00 <br />kD <br />C:) <br />Z <br />tu <br />< <br />r5 <br />1:0 <br />0 <br />Ck <br />-.5 <br />LLJ <br />Z: <br />r,-) <br />I I <br />a_ <br />Ln <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION NO - 4m2_ <br />SHEET NO. <br />6.1 <br />