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I _ _ I I I II I _L1' ''_'I I I I III !! II i II'' I I I II i■ 11 I I I I 1_ � d I! 11 I <br />P <br />c <br />c <br />rn <br />N <br />a <br />E <br />43'-0" <br />TYP @ 2 STORY <br />J <br />S6 H.B. <br />I <br />■I ■ ■ ■ ■ ■ ■ ■ <br />. . . . . . .I . . . . . . . . . . . ..... . . . . . . . — <br />(V <br />I <br />q <br />2 STORY <br />CC (2) #5 REBAR <br />1 `D S3 I VERTICALS w/ in I <br />b 1 FILLED CELL <br />■• I r 1 1 <br />a 1 <br />.� r 71 <br />Q �0,-0" <br />o� <br />v <br />r <br />a L Jo 3 I I I I <br />Mr��llZ J <br />M <br />J�-----------� 14„ I S3 <br />OP IF I <br />_�� <br />r — — — N 4'-11" 0'-6" <br />■'I <br />1 II I +CJ I I <br />It------ —_ — I I CJ I <br />o <br />y <br />STEPS AS <br />I4'-0" J <br />�ITZCHE SLAND I SLOB <br />iDo <br />U') <br />I <br />I CHASE I <br />REQUIRED PER <br />LOW WALLS <br />FIELD <br />TO <br />CONDITIONS <br />I <br />: ISLAND I <br />3-1/2" MIN 3000 PSI CONC. <br />PROVIDE 1 y2" SLAB FOR NANDO <br />1 <br />L <br />I RECESS FOR COUNTY ONLY <br />S3 <br />TO 3-1/2" MIN 2500 PSI CONC <br />in <br />I MASON'S SLOPE SLAB OVER 6 MIL 2 STORY <br />1 1/2" <br />FOR WIDTH VISQUEEN VAPOR 1 1 , BUILDER TO PROVIDE <br />BARRIER `- APPLIANCE PROTECTION CC (2) #5 REBAR <br />03 <br />_ <br />WHEN REQUIRED PER FBC S3 VERTICALS w/ in 1 <br />(2) #5S N <br />I 1 FILLED CELL <br />CN <br />TYP @2STORY <br />L--------- — -- --- :■ <br />S6 <br />I PROVIDE /2' x 9" <br />-3 1/2" <br />2'-6" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR <br />SLOPE <br />W/ (3) #5'S E.W. <br />■ : I O _p TOP OF CONC./ PAVER TO BE 4" <br />L o <br />BELOW FIN. FLR. <br />S3 r <br />1 I I 1 <br />(2) #5'S <br />M <br />1 � <br />STUB U .. ....:::::: <br />1 12ND <br />I FLOO <br />FOR A/C I ; <br />N <br />G / � <br />S3 I — n I <br />CJ CJ <br />2'-s" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />CDb� <br />o <br />// / — a r— <br />o <br />;—�/�� <br />I 19'11 I 5'-41s"L Jr } INDICATES FILLED CELL w/ 3000 <br />/ / PSI CONC. GROUT FROM FT. TO <br />TYP @ 2 STORY <br />■ . I 1 I ::: ; :: ; : L 1 BEAM W/ (1) #5 REBAR VERT I <br />_ <br />ABOVE SLAB TYP @ ALL PLACES <br />N <br />,l I SHOWN HOOKED FTG. DOWELS 5" <br />o0 <br />EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />HVAC CHASE <br />■ ������ BASED ON I L —�0-0' I <br />J <br />0 0 <br />1 LOCATION 5'4" .. 16'-3" <br />S6 <br />--- <br />■................ ..... ......... .......... ........... ..... i............... .....i....■ <br />H.B.+ <br />TYP @2 J <br />STORY S6 <br />541 2'-2Q" 1 2'-1 <br />FOUNDATION PLAN. <br />SCALE: ..=,,-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 />—T LLt <br />w <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 />", :,•� <br />;r <br />#5 X 25" X 25" CORNER <br />, , <br />'• <br />BAR ONE FOR EA. <br />' ' <br />HORIZ. REBAR, TYP. <br />' <br />U.N.O. <br />**Alternate: <br />_ - <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 />Z 0. <br />� <br />ZE3 <br />Z <br />Q <br />CZ <br />C <br />(DOU <br />4--J Lu <br />0 <br />Ow <br />c <br />IS� <br />o <br />C) <br />.2 CDCo N <br />W <br />jf— <br />a) M <br />CMM <br />Q O N <br />o <br />N o 0 <br />Q M <br />S.:S <br />Q d <br />A 1 <br />B D. <br />_ o <br />iu/P <br />N .D <br />z° <br />U) <br />IM <br />W ui Q v . `n_9 0 <br />�� a <br />W V <br />10Z 0 - ¢ 00 <br />E m m <br />� <br />� O <br />wvCw.gnsENc. � .� <br />CM <br />.tip`' <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 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />0 <br />i � <br />fa <br />wz 0 <br />z <br />rsZ0° <br />JzwZx <br />�OZz <br />CL <br />� g � <br />to <br />w <br />O <br />FLo <br />zz <br />L <br />Q <br />f z <br />5 <br />E <br />C3 <br />�� <br />N <br />0 <br />O <br />9f <br />Lr) <br />z <br />0 <br />000 <br />ales <br />o <br />a <br />N <br />� <br />E� 0 <br />N <br />Qa <br />Q <br />ZW <br />,g <br />� <br />Z <br />J <br />W <br /><W,t <br />Q <br />Q <br />z <br />Rz� <br />Sp <br />uj <br />a a z <br />rl <br />T-4 <br />�* <br />z <br />t <br />� � 8 <br />Cal' <br />O <br />� <br />o,-+ <br />z <br />g <br />w <br />= <br />�Z. <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 4/12/2019 <br />TECH: JBERCHAL <br />VERSION N0. 5ol <br />SHEET NO. <br />6.0 <br />