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c <br />c <br />d <br />b <br />3'-8" L. <br />3, 5$„ 2,„ 6,-0" 6'-0" 6'-0" 3'-10" 4'-2" 3, 28,. 2, 9.,. 6, O„ 6,_4„ <br />3'-0" <br />A <br />1HB t S3 TYP @ 1 STORY <br />U.N.O. <br />I <br />■ ■ ■ ■ <br />■ ■" <br />"■ ■ ■ ■ I 9 <br />■ ■ <br />17'-2$„ <br />-11$11 <br />o) <br />rn <br />2,-9„ 2._8" <br />tl I • � <br />I r11 I <br />I . <br />' <br />HVAC CHASE <br />BASED ON I <br />LOCATION <br />II j: <br />I� J W. <br />) �' <br />� <br />1 '; � <br />10-108" 1 <br />. <br />......ill <br />o <br />CJ <br />o <br />CJ N <br />CJ — CJ <br />1 2'-6"x2-6"x1'-0" <br />1 <br />`l' <br />W/ (3) #5'S E.W. <br />TYP @ 1 <br />.... <br />■; ; ; .... <br />:. <br />.. �1� <br />STORY U.N.O. <br />I — — 0, 0„:: <br />�. <br />I <br />•- <br />co <br />____ <br />A _ <br />�, <br />• ■ <br />I <br />■ ■ <br />S3 <br />:■ <br />1 3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />TOP OF CONC./ PAVER TO BE 4" <br />■ • HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />1 <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />8 4'-8" <br />„ PROVIDE Yz" x 9" <br />2-6 x2-6'x1'-0 <br />N <br />L `� <br />1 <br />-3 1/2" <br />MIL VISQUEEN VAPOR BARRIER <br />I <br />16'-11$" 8'-6y" <br />W! (3) #5'S E.W. RECESS FOR FRT. DOOR <br />I <br />S3 <br />-3 <br />1/2" SLOPE <br />�° <br />ir> <br />1 <br />L <br />J <br />-I`r <br />I -1- - - <br />��-�� <br />( <br />CJ I III III <br />D.W. <br />PROVIDE 1 Y2" RECESS W 1 <br />— — <br />STEPS AS <br />_ I IIII ' ' <br />FOR SGD. REFER TO I 1 `- - �N <br />■ MASON'S SLOPE FOR 1 ` I I I r�r = 0- I ' ' <br />I `1' Illo <br />W.H.// <br />K <br />CC <br />S3 I <br />■ <br />CC <br />S3 I <br />ors 2'-6" x 2'-6" x 1'-0" <br />S3 <br />REQUIRED <br />WIDTH I III 1:. <br />I II L _ J1113 <br />� <br />I <br />'-#5'S E.W. <br />'? <br />PER FIELD <br />II <br />7 -5" <br />T 1" <br />CONDIITIQNS <br />4'-[) <br />I I JHh-, <br />20'-6 <br />7-0" <br />'-0" <br />1 INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />1 W/ (1) #5 REBAR VERT ABOVE SLAB <br />TYP PLACES SHOWN <br />I 1 <br />I I KITCHEN ISLAND I : ; <br />K <br />BUILDER TO PROVIDE 1 <br />0P <br />@ALL - <br />I LOW WALLS <br />APPLIANCE PROTECTION J <br />N <br />io <br />HOOKED FTG. DOWELS 5" EMBED °° <br />I I <br />S3 <br />S3 <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 b) <br />CHASE TO <br />WHEN REQUIRED PER FBC <br />- <br />■ : 1- STEEL" <br />� � /— ISLAND - - I ' <br />1� <br />- -1 <br />0 <br />I <br />-I- CJ <br />r` <br />-t- CJ <br />F- <br />= <br />II <br />N <br />to <br />TYP @ 1 STORY <br />U.N.O. <br />1 <br />•' 1; <br />SLOPE I <br />1 0'-0161 <br />i OPT. i OPT. D <br />-31/2" <br />1 <br />■: 1 <br />ILeJI <br />20'-112" <br />L - - - - J �. 1: <br />4'-68 <br />1 <br />N <br />Jim <br />........................... <br />CV <br />3'-8" <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. - <br />H.B.+ <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 />v w <br />. w <br />C/) tZ <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.: • <br />•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />�' �'• <br />�� <br />#5 X 25" X 25" CORNER <br />' ' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />• <br />•• <br />U.N.O. <br />.':' :.':' ;:' <br />:�.• • ; <br />.- <br />"`Alternate: <br />• <br />The reinf. bars shall be <br />;:%.; • ;�.• • :;:,;.;;:,;• ;r.;• ;:= <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 />0) off <br />� ,� <br />Z o <br />Z tO <br />Z <br />Q <br />Z <br />U, <br />Cn U' <br />C: <br />C <br />w <br />�U — <br />Ow <br />_ <br />C) <br />m N <br />w <br />= <br />N M <br />C W M <br />C N <br />Go <br />�i <br />00 <br />cd <br />Q rn <br />L0 &: <br />obi Q o <br />Al <br />D D• <br />c� <br />N_ N <br /><yj z <br />Z NIiZ � z <br />W M C <br />LL � <br />W <br />W a �; �,a. <br />� <br />Z— 0 N< <br />ZLLMW <br />•I o <br />W <br />WW.FyDSENO.COM� �•`� <br />n r ._ \ <br />To the best of the Engineers 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 200 ( Tampa, FL 33607 <br />www.LennarTampa.com <br />Ozz <br />of <br />f� <br />z <br />w¢a(I: <br />�? O <br />J <br />CC <br />zW � <br />CL <br />�2zZ <br />'a%" <br />z <br />a - <br />oE0 <br />O <br />(j N <br />L© <br />^, <br />zz <br />TO <br />W <br />oC <br />n <br />¢ <br />E z <br />z <br />z <br />O <br />z <br />o <br />�V{ <br />V <br />W <br />= <br />_J <br />�J <br />0 <br />O <br />�0o <br />F <br />O <br />L /Ln <br />uO� <br />O N <br />a<f� <br />Z <br />0 <br />Z <br />al <br />e-1 <br />O� <br />LU <br />Lr) <br />Q <br />W <br />Q <br />z <br />a a z <br />g 120 <br />Paz <br />t� <br />p <br />z <br />,8 <br />M <br />o <br />m <br />1 <br />z <br />U <br />W <br />= <br />Jz <br />W <br />f <br />,--I <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 5/7/2019 <br />TECH: FFLORES <br />VERSION NO• 10 <br />SHEET NO. <br />6.0 <br />