Laserfiche WebLink
as <br />TYP @ 1 STORY 2'-6" x 2'-6" x 1'-0" TO" <br />A W! (3) #5'S E.W. <br />S3 U.N.O. <br />H.B.t <br />I <br />--------.----- <br />- --------I- <br />--- <br />------I— ----� <br />■ <br />" <br />N <br />I <br />W <br />I <br />• <br />I I 11� <br />OPT. D I QPT. vy 1 <br />TYP @ 1 STORY <br />I I <br />=•-- --•--- _ _- <br />� .-. tr -_. _ _. _ _. _ . _. <br />31/2„ <br />SLOPE? I <br />i <br />C�, <br />U.N.O. <br />r_ <br />I I l <br />;n <br />n <br />A <br />1 ' <br />io <br />II <br />r` <br />S3 <br />■ <br />I I� <br />: I INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />CHASE TO I <br />I I ISLAND <br />BUILDER TO PROVIDE J <br />M <br />W/ (1) #5 REBAR VERT ABOVE SLAB I <br />TYP @ ALL PLACES SHOWN <br />I KITCHEN ISLAND <br />I I LOW WALLS <br />S3 <br />APPLIANCE PROTECTION I S3 <br />WHEN REQUIRED PER FBC I <br />HOOKED FTG. DOWELS 5" EMBED <br />"GRADE <br />ram- - � <br />W/ 25" EXT. ABOVE SLAB 40 <br />I <br />4'-0" <br />I STEEL" 25'-6" <br />I II 1 <br />20'-6 1 <br />11 6-8" V-4" <br />10 <br />STEPS AS <br />REQUIRED <br />II r==�la <br />I I I II r `�Illo <br />I 1 I l h L- Jlli I <br />T-5" T-1" <br />5'-8" <br />PER FIELD <br />CONDITIONS <br />3 <br />I I I11(- -1IIIZ <br />( PROVIDE 1 Y RECESS I II II - I : <br />'c8° I I <br />K <br />CC <br />1 <br />CC <br />0 2'-6" x 2'-6" x V-0" <br />-' W/ 3 #5'S E.W. <br />T O <br />- <br />iD <br />■ , FOR SGD. REFER TO I I Ll= _Jjh <br />iv I I I r - - -h 1 ; ; <br />, \ <br />W.H. <br />S3 <br />I <br />S3 <br />S3 <br />I MASON'S SLOPE FOR <br />I WIDTH I III D.W.I <br />C,J I III <br />III - _ <br />- - - - -L <br />-� <br />— <br />r° <br />-- <br />o <br />..... <br />" O <br />S3 <br />I <br />1/2' <br />- - <br />16--113' I 8'-64' <br />—' <br />_ _ <br />_L — — — — — — —� ■ <br />T <br />1/2" SLOPE <br />I <br />3 <br />-3 <br />2'-6"x2-6"x1'-O" <br />7'-1g., 4,_8" <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />W/ (3) #5'S E.W. PROVIDE Y2" x 9" I <br />iv <br />L <br />S3 00 <br />v <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />d <br />■ : 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4' <br />1 <br />1 MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />T-8" <br />4' 4" <br />I <br />I S3 <br />I. ; ■ <br />■ <br />�' <br />�' <br />:. ............ J . <br />1 01-01, <br />:: <br />�� <br />sp. <br />A <br />10 <br />1 T-5$" <br />36-6$' <br />TYP @ 1 <br />2'-6"x2-6"x1'-O" I <br />I <br />STORY U.N.O. <br />W/ (3) #5'S E.W. <br />1 <br />' <br />CJ <br />CJ <br />CJ —CJ <br />-I <br />• <br />1 // <br />HVAC CHASE �// <br />........: <br />. <br />���l i I <br />o <br />// <br />BASED ON <br />LOCATION <br />11 I <br />III <br />■ <br />�0101, <br />I <br />17'-2$' <br />2-4- 2-4-2'-118"II 1 <br />' <br />L 4 I <br />if <br />bP <br />ih <br />0 <br />1 <br />v / <br />N <br />_� j <br />I I ri <br />to <br />t� , ��yl <br />HB. -� TYP @ 1 STORY <br />A .U.N.O. <br />�{I' S3 <br />3, 5g„ 2'-68" 6'-0" 6'-0" 6'-0" T-10" 4'-2" 3,_28, 2, 98, 6-_0" 61_4" <br />T -.I 1 :-li .'iu�. l U GiIW! :, IMLA, ris.17'i rLe ir: 1 1i <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 />W J <br />• ... D_ <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />#5 CONT REINF. SEE <br />• . <br />; . _ • <br />'�_ <br />FND. FOR QUANTITY <br />•: ; ; <br />, ',; ' <br />: ; r <br />#5 X 25" X 25" CORNER <br />^•• ' �•' ' <br />�•' <br />BAR ONE FOR EA. <br />•• ^ ' • ' <br />,•'• <br />HORIZ. REBAR, TYP. <br />., , . , <br />:. <br />U.N.O. <br />• ., <br />-Alternate: <br />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: NTS <br />z a <br />_ C> <br />z� <br />z <br />a <br />V) (D <br />w <br />•O IU <br />v <br />1 - <br />V <br />m N <br />W E <br />�8 <br />0M M <br />O O N <br />0: <br />v <br />< 0 <br />Ib <br />�fl-o <br />Q rn <br />=n g- v <br />gi Q d <br />B D. <br />O =h O Vl W <br />� <br />t: Z <br />_ W <br />N J <br />-' M <br />Y� r j W <br />W I� <br />d LL <br />LU <br />rn �u <br />UZ � ems <br />M Z a 2N- Q Q <br />WWN <br />W DS <br />t <br />t#f�f.tlt31=t�,se,. <br />z <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 />z¢a <br />w¢0�W <br />Uz00 <br />Z L9 <br />�ClwZ <br />�000 <br />z <br />8W12© <br />m <br />Q <br />i <br />J <br />zz <br />Qo <br />r <br />G <br />C,� <br />Q <br />O <br />'43 <br />C <br />O <br />U <br />�_ <br />�..'� <br />z <br />opo <br />L <br />g m <br />Lr) <br />O <br />o <br />tr .� <br />�Aj <br />L I <br />� <br />,L $7 m a <br />O J <br />Q <br />20u-0 <br />z <br />z <br />rl <br />ia2ti <br />LU <br />•• -I <br />G <br />Q <br />LIJ <br />Q <br />z <br />It 5 <br />a z 5 <br />LL F¢ Fop <br />�Q2 <br />MT I <br />W <br />In <br />z <br />�zo <br />�i O <br />0° <br />oo <br />z <br />g <br />LU <br />W <br />� <br />,- 4 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: M)AM ES <br />VERSION N0. 10 <br />0 <br />SHEET NO. <br />6.0 <br />3 <br />