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s <br />m <br />J <br />co <br />r" <br />.1 <br />00 <br />-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 />65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />64" 1'- a 3`235'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2' 1064" 5'-1164 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />3'-0" a <br />w g <br />w <br />Cn <br />H.B. U PO@ 1 STORY S3 <br />■ ■ ■ ■ ■ ■ ■" "■ ■ ■ "■ <br />■ ■ ■ ■ <br />............................ ......................... ........ <br />-------------------- <br />�r <br />, <br />I <br />16'-0" I 2'44-" <br />ih <br />Cti <br />r — — <br />&-31/2' <br />I <br />10'-0" <br />I <br />/DISP <br />t <br />{ I zo I <br />S3 <br />-SINK -- <br />-- - <br />l-- 0 <br />(r- -- <br />I \ � � L D. W. j <br />111 M <br />III <br />A - <br />S3 `' <br />o <br />r_ <br />L = _ _ - - _ CHASE TO ISLAND <br />�E <br />11 <br />a I I <br />TYP @ 1 <br />- - <br />---------__ - <br />11 <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 �z' RECESS CJ L - - - - - - - - - - - - I CJ OPT. ; : -I- e 1 CJ ; <br />FOR SGD. REFER TO �� KITCHEN ISLAND REF. , , ; ; : • : • • • • • • • • • • • • • • • : • • • <br />CJ -I°d-1 ; ■ <br />:: • ; : 1„ <br />10'-104 <br />PER FIELD <br />I MASON'S SLOPE FOR LOW WALLS ; ; <br />o <br />CONQMONS <br />WIDTH \I� :::.':. '. I <br />.12'-10" <br />0 <br />in <br />I 16'-10" <br />' <br />♦- <br />I-----. <br />INDICATES FILLED CELL w/ 3000 PSI <br />F. <br />-------I : <br />CONC. GROUT FROM FT. TO BEAM I HVAC CHASE I ................... :....... ........... <br />I W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" <br />.... ; ■ <br />... :. _ :.......... . ■ <br />■ <br />TYP @ALL PLACES SHOWN � � � LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED �� <br />4' -0" <br />I <br />4'-4" 4'-6 " <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 PROVIDE x <br />SLOPE <br />RECESS FOR F <br />FRT. cn <br />STEEL" I POOR <br />L <br />it <br />O <br />, u , <br />2 6 x2'-6 X1 0 <br />S3 <br />25'-101 s" 9-512a W/ (3) #5 E.W. <br />5'-0„ <br />"' <br />00 <br />co <br />— — — — — — — — <br />■ <br />�� <br />- - - = . ......�. <br />■ <br />- <br />o <br />A <br />(- <br />CJ CJ <br />\ <br />v <br />TYP @ 1 STORY 83T <br />I S3 CC <br />I <br />U.N.O. <br />S3 <br />(2) #.5 REBAR <br />'- <br />2'-6" x 2'-6" x 1'-0" <br />I ri I AHU I I <br />VERTICALS w/ in <br />FILLED CELL <br />W/ (3) #5'S E.W. <br />2'-6'x2'-6"Xl'-0" G <br />I I <br />M <br />m <br />W/ (3) #5 E.W. S3 ' `� <br />OPT. D PT. I : -3 1/2" <br />SLOPE <br />.. ......... 1• 0 <br />I <br />I <br />_ <br />5'-3" O I N I - <br />I; <br />0 <br />• 3-1/2" MIN 3000 PSI CONC. I I ' 2'-7a' 6'-5" 3'-2" <br />I SLAB FOR HERNANDO <br />COUNTY ONLY <br />I <br />zo <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN I I S3 o I <br />S3 <br />�`n�; <br />VAPOR BARRIER '- I N <br />35' 4" 20'-6" <br />■ I <br />I <br />BUILDER TO <br />I <br />I ; ; <br />PROVIDE <br />I <br />(2) #5 REBAR <br />0 -0 <br />I : ; <br />APPLIANCE <br />VERTICALS w/ in <br />4-0 <br />; ; <br />1 12-1 <br />O <br />PROTECTION <br />FILLED CELL I <br />WH• <br />WHEN REQUIRED4 <br />--- <br />— -- <br />1) ---------�' <br />— -- <br />PER FBC — <br />+-- <br />-------) <br />_ <br />.......................... <br />ib <br />q H.B. <br />S3 <br />TYP @ 1 STORY <br />5'-75„ 6, s U.N.O. 5,_231, <br />V-6" a 4a 6'-0" 6'-0" 6'-0" - 6'-0" 6'-0" s Lx <br />V-4" <br />7'-10" <br />FOUNDATION PLAN <br />SCALE: %4'=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = T-0" <br />♦','♦'fir ♦_,, ♦_r <br />------------ <br />,,♦.♦,,♦ <br />♦. <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />- #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />*"Alternate: <br />The reinf. bars shall be <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 />r <br />C9 � <br />Z M <br />o <br />_CD <br />Zto <br />Z <br />Q <br />t) (D <br />w <br />>� o <br />•0 w <br />= <br />o <br />�L'I <br />(6 U <br />o 0 <br />m <br />WE MNI <br />Cq <br />CM Cl) <br />_ <br />O o w <br />U <br />="'ODD <br />oCO <br />Qm <br />�g� <br />¢< <br />N N <br />M z � ONO <br />ClUV CNM N <br />z IW o <br />;� E z <br />H - <br />rJi.. <br />Lu �' w <br />LUgo ti¢a <br />rrr <br />&M <br />LL 'N <br />s rzr�El I� <br />�o <br />`� " i `.7 .yam"', •-• <br />0 F' <br />rfPfllill4�t� <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 />oz <br />za <br />f� <br />Wawa <br />z <br />Up <br />0,n <br />O C <br />n <br />W <br />a ro <br />�-� <br />Z <br />0 <br />U© <br />^L, <br />W <br />P: <br />zz <br />} U <br />lY <br />~ <br />¢ <br />d <br />i Z <br />z <br />z <br />z <br />� <br />O <br />o <br />C) <br />d- <br />LL <br />U <br />= <br />0 <br />0rj <br />oFo <br />Y� <br />L << <br />Lu <br />Z <br />Z <br />ao o <br /><ap� <br />LU <br />Ln <br />Ln <br />W <br />L <br />¢�uz° <br />Q O <br />Q <br />Z <br />L Z <br />L <br />�vv�y <br />LA <br />7 0 0 <br />0 <br />00 <br />_ <br />,--I <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO' <br />4nO <br />SHEEF NO. <br />6.0 <br />