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l I I <br />- - I - <br />is <br />dl <br />E <br />0 <br />:id ■ <br />c <br />c <br />d <br />3'-0" <br />1 A <br />H,BT S3 <br />■ ■ ■ ■ ■ ■_ <br />:.r..�.�.�.�..�.�.�.�._...�.�.�.�. 1 . •ice — — — —I— — <br />_■ ■- -■ ■ ■ ■ ■ <br />�_ ...—:— — ——..�.�.�.....�.�.�.�.�.�.�.�.�.�. <br />{ �b� <br />3-1/2" MIN 2500 PSI CONIC <br />\ 1 <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I <br />1 <br />\ 1 <br />3000 PSI CONC. SLAB FOR 0'-01, I : <br />HERNANDO COUNTY ONLY) <br />\ , <br />\\ 13'-54 CJ 7'-2" CJ { CJ <br />CJ CJ <br />00 <br />oil <br />' MMm <br />I \ \ •. <br />n <br />'.' ' '. 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W • I I <br />-3 1 /2" SLOPE <br />.. 21 � I <br />1 1 37'-52' 1 <br />21'-24" <br />32'-8y" <br />4'-8$" <br />(2) #5 REBAR <br />az o <br />m <br />to <br />-3 1 /2" <br />S3 <br />I <br />I PROVIDE 1 Y" RECESS <br />_ < �.. — J .. VERTICALS w/ in <br />FILLED CELL <br />HVAC CHASE \\ I W.H. <br />FOR SGD. REFER TO 'r <br />I <br />BASED ON II I <br />TYP <br />L—— <br />MASON'S SLOPE FOR <br />1 <br />LOCATION <br />1 AHU---------- J <br />— — — — — — — — <br />WIDTH <br />- - - - <br />: I CJ INDICATES FILLED CELL w/ 3000 <br />I: <br />- - - . . . . . . . . . . . ` :. . . ■ 'ism ■ ■ ■ ■ ■ <br />CJ C <br />N <br />STEPS AS <br />REQUIRED <br />I I �0'-0" PSI CONIC. GROUT FROM FT. TO <br />I 2'-0" 4'-0" 2'-0" 6'-0" V-10" 6-2"CONDITIONS <br />PER FIELD <br />1 BEAM W/ (1) #5 REBAR VERT <br />1 <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />TOP OF CONC./ PAVER TO BE 4' <br />-3 1/2" SLOPE BELOW FIN. FLR. � <br />ISI <br />c„ <br />� v <br />� <br />m <br />I DOWELS 5" EMBED W/ 25" EXT. <br />PROVIDE Y2" x 9" <br />ABOVE SLAB "GRADE 40 STEEL" <br />�••-----—+--------- <br />RECESS FOR FRT. DOOR N <br />----i— <br />■..................... <br />.......—— <br />q H.B.+ L S3 S3 2'-6" x 2'-6" x 1'-0" <br />3'-0" TYP W/ (3) #SS E.W. <br />7'-19" 5' 2Q„ �' n" �' q" 5' 9" r' 1" A' -A" <br />15'-0" <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 <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 />--^� <br />w <br />w <br />Cl- <br />CONTROL <br />JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />•' <br />'�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'�;, �' <br />•��' '�',; <br />'; ,:' <br />'� <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />•. , <br />•. <br />U.N.O. <br />.':•, <br />:.':'. ;;', <br />:;:.: • : <br />�.- <br />"Alternate: <br />The reinf. bars shall be <br />cunt. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. <br />CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />h� <br />U � <br />Z M <br />_ o <br />Z GO <br />z� <br />U) z <br />V) (-D <br />C—/ <br />i-• J w <br />.v <br />O w <br />m <br />o <br />U <br />c <br />t. U <br />�E <br />N M <br />_ <br />U to <br />O O c <br />.c " <br />Lv o <br />o <br />¢ rn <br />U0�o <br />g v <br />rn Q o <br />Ali - <br />BID. <br />N c� <br />Z Ilia z° <br />U) F <br />IN w <br />� <br />a <br />LU <br />LLW11 <br />CV <br />- WWW-FHSENGCOM <br />* 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 seat 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 />www.LennarTampa.com <br />13 <br />z <br />z C <br />f� <br />uj 0� <br />z <br />�zU0 <br />Q <br />U� <br />� ccLu <br />z <br />oLu�b <br />U yyymJJ,� u•N <br />O <br />r� <br />Z <br />L <br />a <br />L <br />O <br />i z <br />> <br />a <br />LL <br />Z <br />t43 <br />Z <br />O <br />O <br />- <br />LL <br />z <br />a <br />V <br />= <br />�� <br />z <br />O <br />f <br />W w <br />0 OZ <br />aO � <br />0 <br />i� <br />C <br />,m� <br />IN <br />ZazJ <br />Q <br />o� <br />Z <br />o <br />W Ce rz <br />L1.1 <br />Ln <br />Q <br />W <br />a <br />Z <br />�D o <br />$wo <br />< a z <br />v� <br />Z <br />t <br />�, Z o <br />CalJ <br />QZ <br />= <br />�O <br />a <br />,—� <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 5/16/2019 <br />TECH: FFLORES <br />VERSION NO. 4n0 <br />SHEET NO. <br />6.0 <br />