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I 11 1 t _ l I ■ 1 I ' ! 9'IPIfI�"'r ws}lICP !1 }r A'l ��W 'I.I} _ _ !I I. I , I., 1 I I 1 I ' 1 ' I 1 1. 1 I <br />_ _ _ - —. - _ V _ _�—. --ter <br />c <br />d <br />J <br />''-"L. TYP 1'-0 2'-6" x 2'-6" x " <br />A L W/ (3) #5'S E.W. <br />S3 H.B. t S3 .cT. <br />■ ■ <br />■- ..■ ■ ■ N O <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %Z' x 9" N <br />r- <br />PSI CONC. GROUT FROM FT. TO <br />I BEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />10 TOP OF CONC./ PAVER TO BE 4• I <br />in <br />io <br />STEPS AS <br />REQUIRED <br />ABOVE SLAB TYP @ ALL <br />0'-0r! I PLACES SHOWN HOOKED FfG. <br />c-q BELOW FIN. FLR. 2--0" 4'-0" 2'-0" 6--0" 1'-101, 6-2-" <br />PER FIELD <br />CONDITIONS <br />; I DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />I <br />CJ C _ <br />AV <br />- 4 <br />. , r ■ ■ ■ ■ <br />-+4 - - °° ■ ■ <br />TYP <br />PROVIDE 1 y2" RECESS I <br />FOR SGD. REFER TOBASED <br />I HVAC CHASE I AHU <br />o <br />L <br />S3 <br />I MASON'S SLOPE FOR " <br />I WIDTH <br />ON <br />LOCATION <br />� <br />I <br />I <br />I I i� I (2) #5 REBAR <br />I �3 1/2" <br />32'-8t <br />`� 4'4 VERTICALS w/ in I <br />L <br />FILLED CELL <br />I I <br />37'-52" 21'-24" <br />5--4" T-8" I T-8" I I <br />2'-1" 31/2" I SLOPE, <br />4'-0" <br />I G <br />OPT. D <br />I. <br />in <br />S3 <br />I CJ I CJ CJ — <br />— ----— <br />��A <br />-J I I <br />— —:: <br />:: <br />' — CJ <br />-c,t4- <br />c <br />N <br />.......,...• L ---o--a---- <br />— ----`T" <br />......•.•••.. CH — — <br />■ ' •.t II <br />KITCHEN ISLAN <br />r•t t <br />J <br />I <br />rLOW WALLS ISLAND2!_6-'x2'-6"x1l-0 <br />I <br />j I. t I I' • S3 <br />• <br />o <br />W/ 3-#5 E.W. CJ L�`�-W�-- — —„ <br />G SINTC w/ ASP � <br />I I K <br />( S3 N <br />11 I <br />O S3 I <br />= <br />o <br />o <br />( � <br />} 23'-11" 2--10" 4'-14" <br />of <br />I' <br />co <br />III <br />(2) #5 REBAR <br />A <br />s3 <br />° K VERTICALS w/ in <br />{ I S3 FILLED CELL <br />I 1 <br />iv <br />I CJ <br />a 1 <br />00CJCJ <br />r <br />60 <br />•••••••••••••••••••••• <br />•••• <br />Itl �.. <br />010 <br />...... <br />L .: ■ <br />7:N <br />.. <br />0 <br />. .. ..... <br />..... .. C1- <br />........ <br />0? <br />I � <br />T-2!I GI <br />I1T-5j" <br />::: : <br />ici;0 <br />' �i CJ CJ j CJ <br />: CJ <br />....... <br />114 <br />CN <br />LO <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />I <br />a <br />I 1 <br />SLAB OVER 6 MIL VISQUEEN <br />I VAPOR BARRIER I ■ <br />(3000 PSI CONC. SLAB FOR I <br />i 1 <br />la <br />'I ' <br />HERNANDO COUNTY ONLY) I <br />� <br />I• <br />--------+---- ---- I� -may"----I-- <br />I <br />—. —:----------- �----------J <br />iv• <br />............................. <br />H.B. A <br />T-0" S3 <br />T-2' 5'-2" 6-0'0 6'-0" T-O" _3'-10" 4'-0" T-10" 4'-8" 4'-8" 5'-2" 5-10" <br />FOUNDATION PLAN <br />scnLE:."=r-o" <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 />-i W <br />w <br />N a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.;� <br />; <br />;"'--#5 <br />CONTINUOUS <br />. • <br />�• <br />, . _ • <br />REINF. SEE FND. FOR <br />' • <br />QUANTITY <br />10 <br />•• <br />•' <br />#5 X 25" X 25" CORNER <br />' <br />BAR ONE FOR EA. <br />' <br />• •- <br />HORIZ. REBAR, TYP. <br />•' <br />.• <br />•• <br />U.N.O. <br />le <br />•• •. • • •• ' <br />""Alternate: <br />_ <br />The reinf. bars shall be <br />• • • • • ► •• • - • %• <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 />Ou <br />0 <br />Z <br />Z <br />Z <br />a <br />C/I (D <br />w <br />-U — <br />Ow <br />V) <br />_ <br />� <br />U <br />w <br />CC131 <br />m N <br />a <br />U <br />" w <br />¢� <br />togs <br />d <br />Al I <br />/r <br />N �O <br />o � <br />"' Zz <br />ZUi <br />W Q Cn <br />W •:�t ^f ff � <br />s <br />N r <br />Z nr <br />W. 7 <br />J --!!} <br />www4ps co 0 <br />c alb'-:: <br />�'� `�d:4t(ifLlt4�t <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. 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />o: <br />a Ix <br />Zz <br />J^ <br />U <br />1..1.E <br />OC g <br />�C�•g�N <br />Z <br />0�® <br />GJ <br />N <br />x <br />0 <br />_ <br />U— <br />c <br />0 <br />. <br />0 <br />Wgq <br />ak p <br />Sp <br />Z <br />J <br />Ln <br />W <br />W <br />F <br /><i, <br />~� <br />zg <br />Z <br />g <br />m <br />0 <br />1 <br />� <br />g <br />w <br />Lu <br />o <br />SCALE : AS NOTED <br />DATE : 5/7/2019 <br />TECH: FFLORES <br />VERSION NO. 4wO <br />SHEET NO. <br />6.0 <br />