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c d J `1 00 65--0" 6-4" 1'_982" 3'_2g" 5'-0" 5'-0" A H.B. TYP @ 1 STORY S3 I U.N.O. -101, 1. 2'-10JU" 5'-11 r ■ ■ ■ ■ ■ ■ ■' ' ■ ■ ■ ■ ■ ■ j`c( ■ ■ p 1 • • 1 • O 2'-9�3" ' r — — 16-0"L. 6-10" • & 0'-0., : \ I o -3 1/2" SINK / DISP I S3 �I1 I � I \ I D.W. I I I :: o I } } ``' A - S3 N rnv ` 0 L---_� --___— I CHASE TO ISLAND �� o } I TYP@ 1 r _--- _----___— --=__: — — — — ■ III — — — — II STORY U.N.O. STEPS AS REQUIRED CJ L------------J CJ OPT... T e� C3 PROVIDE 1 Y2 RECESS � � � , • FOR SGD. REFER TO KITCHEN ISLAND REF. , , ; : ; . , , , CJ ■ • • �' I • , , , 10'-104" PER FIELD MASON'S SLOPE FOR LOW WALLS ( q 9 CONIZI�JONS : WIDTH •12'-10' I 16-10" INDICATES FILLED CELL w/ 3000 PSI ' ' ' _ .......:........... .: ... . . . .. . I CONC. GROUT FROM FT. TO BEAM I HVAC CHASE 1..:::.:.....:..:.::...::....:..... .......:... ::::. W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON S 0 -O" TOP OF CONC./ PAVER TO BE 4' . .. :::::::. : ■ :.... ■ ■ I TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED 4'-0" I 4-4- 4'-6" W/ 25 EXT. ABOVE SLAB "GRADE 40 PROVIDE %2" x 9" SLO I STEEL" I I RECESS FOR FRT. POOR L \ \ 21 -6 x2 -6 X 1-0 'n \ S3 25'-10LO , g" 9'-5, g" W/ (3) #5 E.W. 5'-p" ------- . I .......... — — — ■ ' o I— CJ CJ �Nz\ TS3 v 00 TYP @ 1 STORY 33 : I S3 CC I U.N.O. M (2) #5 REBAR 2'-6" x 2'-6" x V-0" I � I ( I VERTICALS w/ in C14 I 7 3'-5" FILLED CELL 7'-1" W/ (3) #5'S E.W. _ _ .._ �.y 12'-6"x2'-6"X1'-0" �� I ;11 c M ch W/ (3) #5 E.W. S3 ET- -3 1/2" PT. I ; 1 SLOPE ' •. ......... :—I ................. • 5'-3" 1'-10" X-6'1 I A. O I I • : O 1 I • 3-1/2" MIN 3000 PSI CONC. 2'-74" 6-5" L 3'-2" I SLAB FOR HERNANDO : COUNTY ONLY I J ao 3-1/2" MIN 2500 PSI CONC K S3 I SLAB OVER 6 MIL VISQUEEN I M I VAPOR BARRIER N 35 -4" 20'-6" r• ■ I 1 I :: I BUILDER TO PROVIDE 1 (2) #5 REBAR I 0'-0" :: I APPLIANCE V E TICALS w/ in 4'-0' 12'-1" ' O PROTECTION FILLED CELL W.H. 00 I WHEN REQUIRED L--------- PER FBC • �. --- -- • i --------_j' -- — � — ------J ............................... ........ ................... _........_...........:.......... Qi ■ ■ ■ ■ ■ q H.B. S3 TYP @ 1 STORY 5'-70" 6' U.N.O. r,' n" r,�„ a�_n� a _n _n" 5'-20" 7-150" 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 W.W.M. 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 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 w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: NTS 0 v Z g Z Z Q a to C9 CZ .� w � d .0 w fts m N W ' ~ N Cl) Cn �as U �S A- " 15 Go CCO N U)ZN d 1:e 2 'L•' a N J i:e =N�: W Wa 0. W V ¢� in z 0 _223 g o t7 N ®.�ca 55 LL s DI •�"•. F LO •'• rh O r E S S "O't JJ=%P o " 71,1/11ftltlItst�1NO To the best of the Engineers 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. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com za Z J 1=��0 g� ^�$WZ Z fj��iV Q^ g OR 1W z z � 0 0 U = Q1 0 0 oz U_ 0 a' Qou Z t--I W a z .W_J r�-I W Z U8 gVi g Z N8 0 06 Z� g = � LU x rn ,--4 a to o SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 4mO SHEET NO. 6.0