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3'-8" 3'-58" , 2'-6$" 11 6'-0" 6'-0" 6-0" T-10" 4'-2" ,. T-23" 2'-98" 1. 6'-0" 6 4 A H. Bt 83 TYP @ 1 STORY U.N.O. I ■ ■ ■ ■ ■ ■" "■ ■ ■ ■ ■ ■ : I 7 1 T-2s 511 -11 CP 2'-9" 2'-8' g ' II I • � Il I I \ ` T ■' ' I I I: L -A I _ t j1} ^N of 011 '■ r> HVACCHASE\�� I IBASED ON LOCATION it j.: J • ' �t I 10'-10$" ■• I j � ........ I :: • • ■ —CCi —J CJ N CJ — CJ 2'-6"x2-6"x1'-0" W/ (3) #5'S E.W. 17'-58Z" I 36'-6$" I TYP @ 1 STORY U.N.O. r. : 00 GWJ I . '. '. '. '. '. '. '. '. '. '. '.::::::::::::::::::::: ' :::::: :::::::::.......... I..... . '. I :........... ■ S3 I : ■ - 3-1/2" MIN 3000 PSI CONC. SLAB FOR I TOP OFCONC./PAVER TO BE4" ■ : HERNANDO COUNTY ONLY BELOW FIN. FLR. 5 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 7 4 -8' 2 -6 x2-6"x1'-0" PROVIDE Y2' x 9" N L - co -3 1/2" MIL VISQUEEN VAPOR BARRIER 16'-11$" 8'-64" RECESS FOR FRT. DOOR .W. W/ (3) #5'S Ezo `Y SLOPE S3 �t iv -3 1/2" J -- --- ■ L - - - - I- II T I -- ��r _ _ _�— 0 . • .. o I S3 CfJ I III III ( PROVIDE 1 Y2" RECESS D W /�-�\ ■ I — — — - � A. sl�■ — — I III III FOR SGD. REFER TO �� I I I _ _ JN I \W.H.�/ K CC ■ CC I S3 STEPS AS MASON'S SLOPE FOR I N I III r�= = -71 I WIDTH I II �� III"-' - S3 I S3 orZ-6.x 2'-6" x 1'-0" I I 11 L Jly3 : r/ (3) #5'S E.W. -'REQUIRED F PER FIELD II : T-5" T-1" 5-8' -0' CONDTQNS I I L JIII • 25'-6" I I _ 20'-6' 6-8" 1'4" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB I I I L�� _ _ _ I TYP @ALL PLACES SHOWN I KITCHEN ISLAND : ; I I K BUILDER TO PROVIDE HOOKED FTG. DOWELS 5" EMBED I ��°° LOW WALLS S3 APPLIANCE PROTECTION I GA W/ 25" EXT. ABOVE SLAB "GRADE 40 I 11 CHASETO WHEN REQUIRED PER FBC ■ : - STEEL" ISLAND o I CO -I- CJ t CJ ; I : °' eo F- SA3 ; LO TYP @ 1 STORY U.N.O. 1/2" SLOPE I _ 0.0 I FPT�I I OPT. D I II II -3 ■; I I LeJ I 20' 112 I: 4'-68 M� N I I ■ - ------------+-- —-------�- --- ------I— ----j ■ . .:. .. . . . . . . . . . . . . . . . . . . . . . = 1111111 tV ■ ■ ■ A S3 TYP @ 1 STORY U.N.O. T-50" 1 2' I H.B.+ 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 6'-0" 6'-0" 5'-28" 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 w z CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS .�� , .: • •,. 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 shail be t;;,,• �;:,,. G;;,, .;;,,. �;:,; • ��; cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 i n s CD 0 M p� O z N O ro Z Q 'Ir. J C) (Z. O M N ` V W Q. 0 Lu V) c wa � o w ` � — 0 8 u�.... U 'o N o 01 �m ' N N o N o w z Z �z ti a w W Li¢��A 'z3 Z�� It .^�� awe � J t • � LJ • • _ � ' � G�6� � :mow UO tG co P 0FEaSiC)�\`�o 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 Engineers signature and seal. o mz w cM o a J LL. QC C wo Qo Z� <N z® <= X OU �¢ o� D oo °orr O N ao ¢o ¢ az �I w z L (Q Uj C ❑ Z y � m o out Z z >z En 3 Q. 8w o o LL o o a mw o O O ui za a �3 0 O > C'7 ^L, W '> m I� N ctz O Q C 0 a)CL N Al m N mt V% L0 ._ z o L1) r T N N r ui T M M N i o Z W Z 0 E 0 N Ca FTU J Q J JOB NO: 19-5905 SCALE : AS NOTED SHEET NO. 6.0