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c <br />c <br />00 <br />1- <br />E <br />0 <br />00 <br />N <br />N <br />m p <br />W <br />6'-4" <br />I TYP ST @ 2 J <br />STORY S6 <br />H.B.t <br />f <br />■................!!..... ■ ■ ■ .............. ...........■ <br />I S3 1& <br />00 <br />5'-4" 16-3" <br />Iv <br />HVAC CHASE <br />BASED ON 1 — :: I 0'-01, I <br />J <br />S6 <br />■: <br />LOCATION I ■ <br />ItINDICATES <br />FILLED CELL w/ 3000 <br />I (\ I <br />Cl)\ <br />, ` PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />I I <br />°0 <br />r <br />_ \ \ \ I : , , , , , , , , , , ABOVE SLAB TYP @ ALL PLACES <br />`` <br />•' ( jg 0 I 5'-416' i I SHOWN51, <br />( <br />EMBED W// 25" EXT . ABOVE SLAB <br />r �! t "GRADE 40 STEEL" <br />— — — t <br />TYP @ 2 STORY <br />O <br />c� <br />CV <br />\\ <br />CJ �G�J _ L -i CJ <br />I \ `: li <br />2'-6" x 2'-6" x 1'-0" <br />G Z_\ 1' I <br />S3 •'`= <br />W/ (3) #5'S E.W. <br />o <br />'� <br />UP 0.. <br />I I STUB I I <br />I2NDF <br />CV <br />' I 1'-9' -O't : 13'-74' : <br />00 <br />—qk <br />M <br />I L I <br />( I I I <br />(2) #5'S <br />■ : I TOP OF CONC./ PAVER TO BE 4" <br />0'-0" <br />L _ <br />S3 0 <br />BELOW FIN. FLR. <br />I <br />2'-6" x 2'-6" x 1'-0" <br />I I PROVIDE YZ' x 9" <br />SLOPE <br />= <br />M <br />J <br />TYP @2STORY S6 <br />I RECESS FOR FRT. DOOR <br />r--------- — ------ J ;■ <br />-31l2" <br />W/ (3) #5'S E.W. <br />1,17777- ■ <br />-- <br />— <br />4 <br />{ <br />I (2) #5 REBAR <br />_ / BUILDER TO PROVIDE CC VERTICALS w/ in I <br />3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 FILLED CELL <br />N <br />(2) #5'S N <br />`t <br />I -31/2„ <br />0 <br />PROVIDE 1 %" SLAB FOR HERNANDO ( I WHEN REQUIRED PER FBC 2 STORY <br />o <br />I <br />( RECESS FOR I COUNTY ONLY I <br />Q0 <br />in <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />L_ <br />I FOR WIDTH VISQBARRIER N VAPOR I <br />— — <br />STEPS AS <br />I <br />: I CHASE <br />CHCH <br />REQUIRED PER <br />TO I I <br />�? <br />'.n <br />FIELD <br />CONQITIONS <br />: KITCHEN ISLAND <br />I LOW WALLS ISLAND I 131/2 SLOPE 1 I <br />I -- ------ - <br />- <br />q <br />CJ <br />�0 <br />cw <br />I ( II I -F-CJ <br />■ I <br />L__�� 4" <br />00 -� I I I I <br />`" <br />o <br />L-----------� J <br />A S3 <br />M <br />IILG I I I I I <br />11 L L ill z <br />L76lC/) <br />o <br />I 0' (2) #5 REBAR <br />I CI <br />VERTICALS w/ in <br />•; S3 <br />FILLED CELL <br />I <br />- 12 STORY <br />. 1 I <br />.... <br />........ ..... ..... ......... ........ <br />■ ■ ■ ■ ■ ■ ■ ■ <br />TN <br />- - - <br />H.B.- <br />J <br />S6 TYP @ 2 STORY <br />" 6'-0" 6'-0" 6'-0" 54" 4'-0" 4'-4" <br />FOUNDATION PLAN <br />SCALE: %4'=V-0" <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 />Uj <br />Cn <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />.,� .• ;""—#5 <br />CONTINUOUS <br />. ' ; .: • ,_ <br />�• <br />REINF. SEE FND. FOR <br />' <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' �'• ' �•• ' �` <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />•.. . , . I r :"-, ;'; <br />U.N.O. <br />•, <br />"Alternate: <br />' <br />The reinf. bars shall be <br />;Y�;,'�r�;,'�r� �r••,'�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" = 1'-0" <br />Z co <br />_ o <br />Z `0 <br />Z <br />Q <br />J <br />a <br />� U <br />� cn <br />w <br />M p <br />•0 <br />w <br />C <br />Lu <br />�� = <br />o <br />CCj U <br />ti <br />CO N <br />W <br />pp <br />'- U <br />mp� M M <br />NAM <br />_ <br />O o 0 <br />20 <br />U <br />C <br />'" <br />o Y r <br />of ¢ o <br />8D. <br />x c <br />-Ji <br />o <br />U) <br />�slt`ir�" w <br />w <br />0 d <br />ga'! <br />� <br />WWW.FDSENG <br />0 <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 />Z <br />"'R <br />LU <br />z <br />Ea <br />z a: a. <br />uj<== <br />oo80 <br />Z U 4 <br />OR2W <br />F-- <br />Z z <br />> o <br />Z <br />Z <br />IIY <br />ZH <br />G <br />p <br />O <br />"v <br />= <br />L.L. <br />w <br />U <br />= <br />J <br />'r) <br />0 <br />�� <br />�OU. <br />µ1 F <br />t-Y� <br />k <br />N <br />Lri <br />� Za J <br />N <br />w� <br />�2 <br />o� <br />Z <br />20 2 <br />Z <br />J <br />� �?, <br />¢ LU <br />o <br />r�i <br />LU <br />Y <br />8 g C <br />M <br />Q <br />¢ <br />Z <br />Z <br />V.0 <br />Z <br />Z <br />� <br />aoS <br />rnCal 0 <br />06 <br />4 <br />= <br />J9 <br />ex <br />,--i <br />a <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />6.0 <br />