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d <br />3 <br />A <br />H.B. TYP @ 1 STORY S3 <br />I U.N.O. <br />■............. �....�........ �............. N............. .............. .■ .■............... .................. ..... <br />.. ...... ... . ....g, .............■ <br />i <br />co <br />I <br />I <br />\\ <br />c <br />-31 /2' <br />SINK / DISP°° <br />rn <br />`n <br />D.W. <br />A <br />S3 N <br />o <br />r <br />L <br />L---J _ 1 <br />_C_HASETOISL_A14D <br />_ <br />'--- <br />I I <br />TYP@ 1 <br />— — <br />■ - - - � � \ - �- I - - - --✓— - --�- -� - - - --L--�-- - <br />T <br />- - I - - - - <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y" RECESS \ \ CJ L _ _ _ - - _ _ _ _ _ _ _ J CJ OPT.: -r- �J CJ, ; <br />FOR SGD. REFER TO \ \ KITCHEN ISLAND REF. , ::: • : • • • • . • • • • • • • • • • : , , , <br />CJ - 1 I ; ■ <br />10'-104" <br />PER FIELD <br />; ; <br />MASON'S SLOPE FOR \ LOW WALLS <br />I <br />o <br />CONQITJONS <br />: WIDTH " <br />16-10 <br />,:: „ <br />-12-10 <br />in <br />\ \ <br />INDICATES FILLED CELL w/ 3000 PSI \ \ <br />• • <br />CONC. GROUT FROM FT. TO BEAM 1 \ \ HVAC CHASE 1.......::... :. ' ' . <br />\ <br />s <br />:::::::. ; ■ <br />:.... » .......:........... ■ <br />■ 4'-0" <br />4' 4" <br />4'-6"0. <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ BASED ON 0'-0" TOP OF CONCJ PAVER T BE 4" <br />TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED <br />\ PROVIDE 3'2' x 9" <br />I <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ <br />SLOPE <br />�Q <br />STEEL" I \ \ \ 1 RECESS FOR FRT. POOR <br />L <br />i <br />o <br />\ \ 2'-6"x2'-6"X1'-O" FTG in <br />\\ <br />I &�.. <br />S3 <br />25'-101 g" \ \ 9'-5 W/ (3) #5 E.W. <br />5'_0° I <br />"' <br />c0 <br />—I— I - - - - -- *rl�• - - - <br />A <br />. \ I K <br />TTkS3 <br />v <br />°Q <br />TYP @ 1 STORY 33 <br />\ S3 <br />( <br />U.N.O. <br />(2) #5 REBAR <br />2'-6" x 2'-6" x V-0" <br />( I Sri I AHU I I <br />VERTICALS w/ in <br />3-5" <br />FILLED CELL <br />7-1" <br />W/ (3) #5'S E.W. <br />IiI <br />G) <br />2'-6'w'-6"X1'-0jV <br />M <br />W/ (3) #5 E.W. SM I <br />1 I OPT. D 31/2" <br />I; <br />SLOPE <br />.......... <br />■:.II .... .......... <br />5'-3" " T-6" O I I; ' •� T <br />T <br />co <br />N CD <br />I <br />■: —CJ CJ <br />4 <br />Y <br />I <br />r 3-1/2" MIN 3000 PSI CONC. 1 I ' 2'-�a" 6-5" T-2" <br />I SLAB FOR HERNANDO <br />I <br />COUNTY ONLY <br />I <br />J <br />Sp <br />K <br />3-1/2" MIN 2500 PSI CONIC 1 <br />I SLAB OVER 6 MIL VISQUEEN <br />S3 <br />VAPOR BARRIER <br />I <br />35'-4" 20'-6" <br />�• <br />■ <br />I s 1 <br />I ; ; I <br />BUILDER TO <br />PROVIDE <br />1 <br />BAR <br />#5 REBARI <br />: 0,-0„ <br />; ; <br />I ; <br />APPLIANCE <br />VERTICALS <br />4'-0" <br />; 12-l" : <br />O <br />PROTECTION <br />FILLED CELL <br />, • : W H <br />WHEN REQUIRE <br />D <br />---------- 1 <br />--- <br />— -- <br />------J' — -- <br />PER FBC — <br />-------t <br />q H.B. <br />S3 <br />TYP @ 1 STORY <br />5'- 6� 4U.N.O. " " V-238" 7•_15 <br />1'-6" -4s" 6 -06 -0" 6'-0 6 -0 6 -O" s s" <br />VAI& <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 />LF <br />v, ut� <br />.� Lu <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5CONTIN000S <br />. • <br />�" <br />, .: • <br />REINF. SEE FND. FOR <br />' •- • <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />�•' ' <br />•' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />•'•..... <br />, • <br />U.N.O. <br />•• •, ., - ., •. " • •- - '• <br />"Alternate: <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 5c <br />Z <br />z <br />a <br />4..J w <br />.O w <br />� <br />120 <br />~ <br />i� V) � <br />U <br />w <br />' T <br />M <br />m o <br />m� <br />Lu <br />O C <br />C) <br />¢ <br />U. � <br />01 <br />v <br />� O <br />8 De <br />N-C•B•D-C <br />_ N N <br />140 G <br />� <br />tA <br />Z � <br />a u '•? <br />a <br />V <br />Z <br />LL W N<� o <br />0 O <br />itt� <br />i <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 />LE N [MAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />Z� <br />8 <br />Lu <br />Z <br />U <br />� <br />Z <br />Ro <br />0 <br />r4 <br />IN <br />Z <br />LL.I <br />LA <br />lJ.l <br />E <br />J <br />Q <br />� � U <br />$ g <br />.•-� <br />*k <br />N <br />Z <br />� 8 <br />m <br />O <br />00 <br />� <br />_ <br />r_4 <br />a <br />V) <br />s <br />AL <br />SCE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAM ES <br />VERSION No. 4nO <br />SHEET NO. <br />6.0 <br />E' kL <br />