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c c d c a� v v 0 0 C2 LO I i a rn <D x 0 J u7 00 I E E 0 co 0 cV O w A H.B.YP @ 1 STORY . S3 U.N.O. ■ ■ ■ ■ ■ ■ ■" "■ ■ ■ _■ ■ ■ ■ ■ it o I: �\ 16'-0" 1 2'-94" 6'-10".'I IIII 0. -3 1 /2" \ \ SINK / DISP I } } I -1 77 L S3 \ I -------- \\\ \ 1 1 D W I �O ' • :::::. I} i S3 ,-Nn v L--_—L_-- _ _—_ I CHASE TO ISLAND \\ \ _--- ----- ------ —L =-- � o i I TYP@ 1 STORY U.N.O. - ■ STEPS AS REQUIRED \ \ CJ ---------� CJ OPT. CJ • : PROVIDE \ \ KITCHEN ISLAND REF. ;; • • • • • • • • • • • • • • • • • • • • • •• FOR SGD. REFER TO \ \ . • .. CJ I I ■ • • •• • • • • • 1 • ... 1O'-104" PER FIELD MASON'S SLOPE FOR \ LOW WALLS I q CONQ,IT,JONS 1 .:::.':.'. : WIDTH 1\\ •12'-10" \ 16-10" *- INDICATES FILLED CELL w/ 3000 PSI . CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE 1 ' " " " """ "" " .. W! (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON 0'-0" TOP OF CONC1 PAVER TO BE 4" ' ' ......■ ■ ■ ■ ■ 4'-0" 4' 4" 4'-6" TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR.01 HOOKED FTG. DOWELS 5" EMBED \ \� W! 25" EXT. ABOVE SLAB "GRADE 40 \ \ PROVIDE %2' x 9" SLOPE STEEL" I \ RECESS FOR FRT. POOR = _ o \ \ \ 2'-6"x2' 6"X1'-0" S3 10 25'-1047,, \ ` 9'-581" W! 3 #5 E.W. 128 \ \ 128 ( ) 4'-4" 50 —------- ■ o A CJ CJ .. \ K TI o0 TYP @ 1 STORY S3 CC U.N.O. S3 S3 2 #5 REBAR 2'-6" x 2-6" x 1'-0" I i�i VAHU\1 I I VERTICALS w! in FILLED CELL W/ (3) #5'S E.W. 2'-6'x2'-6"X1'-0" G b OPW/ (3) #5 E.W. I S3 I OPT. D PT. I -3 1/2" 1 SLOPE �f .............. • .. ■: I r 5-3" V-10" L 3,_611 I O 1 �N - I I ci O I' • I 3-1/2" MIN 3000 PSI CONC. 1 ' 2'-Ci 7a" 6'-5" T-2" f I Cfl SLAB FOR HERNANDO COUNTY ONLY K I I' J C 3-1/2" MIN 2500 PSI CONC N S3 SLAB OVER 6 MIL VISQUEEN I M I S3 VAPOR BARRIER I ' r 35`-4" 20'-6" ■ I I BUILDER I PROVIDE (2) #5 REBAR 0'-0" :: I APPLIANCE VERTICALS w/ in 4'-01 12'-1" ; O PROTECTION FILLED CELL W.H. WHEN REQUIRED PER FBC :----------+- --- -- ---------1' — -- — +-- -------� - -:............... ............................ ■ ■ ■ ■ ■ .:................... ............ , ■ ■ ■ ■ ■ ■ A S3 TYP @ 1 STORY 5'-7&„ 6 -48" U.N.O. 6 O G$� C1 5' r� 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 VVWF 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 ug n CONTROL JOINT DETAIL SCALE:NTS #5 CONT REINF. SEE .: , . •' FND. FOR QUANTITY �� ;; ��' '!.; .' ;•; #5 X 25" X 25" CORNER • ' �'• �' BAR ONE FOR EA. •. ' HORIZ. REBAR, TYP. • ! U.N.O. ;�;,; **Alternate: • �. : • �., �. !'; The reinf. bars shall be ' cont. around corner by cold bending the bar wl min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE:NTS Z M O "— O Z CO z� V) Ca a) N w •V — O o �Lh U o0 m LU pp� N M Cl) N C. p0000 v fA o »LU_cco U) Q0) o 0 UIQv �Qo B D. _ N O M 1� _tk ONO U) M bz z ~ Wa�'y� a In W V C Z 9 0 a)oQ_ � O vi o�O 1 Z Vf Ems'' L L W��0 v� U EN CO t QJA C �'. O F rr. r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications 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. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0z z a w¢°dtr z oo°° J UyS Yapao O W LL N \ O Z- o on L ^l W I--- ¢ z O > U 2: z Z %% 4 ZD z O O J W . T i� � O Q9 W CC f- Y �' Q U 'I�� xO S2ma i �0�¢ rj zw¢a QLu � o Z' Z oo2 � 7� W Lr) Lij z J �-1 ILL] 2:a o a ¢ w o � 00 r�i ¢ Z z �`a"Qz a z 0 L/•l Z LLj J 2 O 06 T__q 0- U / SCALE : AS NOTED DATE : 7/30/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. 6.0