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M I N 0 a E E 0 N M W 5'-4" 1 r_958" 3r 2$" H.B. A TYP @ 1 STORY S3 U.N.O. n -10" 2'-10C" 5'-1 -4" ■ ■ ■ ■ ■ ■ ■ '■ ■ ■' '■ ■ ■ ■ ■ 0� o etco I .. .. } r \ \ 16-0" 2r44rr01-01, 6'-10".' ..... O 1 } : ■ \ \ :: :: o I \ \ SINK / DISP _ { 4 I L `� \ r—=—------- " D.W. \ \ :: III A N S3 b \ I L _ _ J_ _ -----___=-===L CHASE TO ISLAND : o } I TYP @ 1 _-- - STORY U.N.O. STEPS AS ■ : PROVIDE 1 Y2" RECESS \ \ CJ__ L FOR SGD. REFER TO \ - - _ - - - - - - J CJ OPT. KITCHEN ISLAND REF. :: -r- eJ .............. CJ ; T CJ -4 I ; ; ; ; : ■ 1O'-104" REQUIRED PER FIELD I MASON'S SLOPE FOR LOW WALLS CONIT�ONS \ o IWIDTHo 12'-10"6- ..v j \ \ \ INDICATES FILLED CELL w/ 3000 PSI \ `� \ J. .. _ ._.................. CONC. GROUT FROM FT. TO BEAM 1 W/ (1) #5 REBAR VERT ABOVE SLAB ` \ \ \ HVAC CHASE BASED ON 0'-0" :........... TOP OF CONC.I PAVER TO BE 4" : ■ ■ ■ ■ ■ 4'-0" 4' 4" 4'-6" TYP @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" EMBED \ \ \ LOCATION BELOW FIN. FLR. .01 W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ PROVIDE Y2" x 9" �� SLOPE STEEL" \ \ \ \io RECESS FOR FRT. POOR L O ` 2-6"x2'-6"X 1'-0" "' I _4" I S3 25'-104-7g 12 \ \ \ \ 9r-581rr 128 W/ ( 3) #5 E.W. 4'-4" rn 00 I \\ ...... . — .------- ■ o b CJ CJ \ \ I — — - v A TYP @ 1 STORY S3 \ K I S3 CC I 00 U.N.O. = S3 (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I ri AHU VERTICALS w/ in ' ■ ; I CN .. .: I r 3r 5rr FILLED CELL 7r 1 r, W/ (3) #5'S E.W. _ -.- _.- - G -.- 2'-6"x2'-6"X1'-0" �� I: 0 -1 CV) W/ (3) #5 E.W. : ( S3' .. l . . . . . . . . . � . . . . I . . . . . . . . . . . . . . Ld OPT. D PT. I : -3 1/2" SLOPE ■: � — J � __._-_._ 5-3" 1'-10" 3'-6" OCN O ■ : — CJ — CJ a r. I 3-1/2" MIN 3000 PSI CONC. 1 2'-73" 6-5" T-2" SLAB FOR HERNANDO I COUNTY ONLY J oo 3-1/2" MIN 2500 PSI CONC S3 v SLAB OVER 6 MIL VISOUEEN M S3 I VAPOR BARRIER ' iv 35 20' 6" BUILDER TO PROVIDE 1 (2) #5 REBAR 0'-0" APPLIANCE VERTICALS w/ in 4'-0" 12'-1" O PROTECTION FILLED CELL :: WH• WHEN REQUIRED L PER FBC J — — — — — — — — — — — — — — — — — — — — — — -1' — — — — — — — — — — — .. .:. .. .. . . . . . . . . . ■ . �. .:. .. ... .. . . . . . . . . . . ■ ■ ■ ■ q H.B.+ S3 TYP @ 1 STORY .5-758" U-483" U.N.O. -_- 5_23" 7_ 15r 1-6" 6'-0" 6-0" 6'-0" 6'-0" FOUNDATION PLAN, NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" • •r #5 CONTINUOUS ,�: ; ; ,•' •_ REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER '�',�;' '•;��' '� ;�; '; :' BAR ONE FOR EA. • HORIZ. REBAR, TYP. ' U.N.O. • �• ;•�• �• ;��;••; •_ "Alternate: _ ; • The reinf. bars shall be •r. •�. •�. •r. ••' • •� cont. around corner by cold • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ,`v X/ (D V zC3 o zC) z Q a E3 z w 4--J �u Ow �N U 0 C5 m w p U9? an rNi C� 0 � = O o N I-_ " o Q Cn o u ma o D D• .' `� n .�•� • .W) Z W o z z gN`m Z W i z° J T c — I—(n =U) O .0 CLi U. W Q N�.9 a L W E a Z 0 Em m LLM m o W 11o P . , •'` . �o� 0 lam'•t W W FpeEhG Co r w L^ R,.. To the best of the Engineer's knowledge, information and belief, the structural plans and specificat ons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.Lennat-Tampa.com oz 0 �o fa z W QC'Q' 00 Muc.) ^J^ 0Z �?Z LU Z �o UoLu O cy < Y o a f z Z O O :jW U = Q1 p Z 9W� °00 Oio-F �Y1= U i; O g *k N A z�z W QW Z Z o LU Ln W W LL == z0 TI LU H 8a8 Z �O Z < Ln o m z Q J LU = dz of rn .—I a cn s SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 6.0