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d V-8" 5•_ •• 6, S" 6'-0" 6'-0" ' FOOTI{11�, FOOTIVI ,, 6 -0" 6'-0" 4'-0" 4'-0" 2'-6" x 2'-6" x 1'-0" A TYP @ 1 W/ (3) #5's E.W. J TYP @ 2 S3 STORY S6 STORY H.B. I I 4- o ■ ■ ■ ■ ..........................�.�.M ■ ■ ■ ■ ■ ■ ■ ■: I — — — - I —I— o } O I ° (2) #5 REBAR I I M I I { I I : O VERTICALS w/ in FILLED CELL 0'-0" I . T I 2 STORY °Q b n K u7 I 15'-r-,41•, 4'-54" co 5,- „ S3 I I CJ 0 CJ 0:: G S3 - I I: N CJ I `q° 0) TYP @ 1 STORY OPT. I eo A }j T Z_31/2" SLOPE S3 INDICATES FILLED CELL w/ 3000 PSI �? I } 00 : PLUMBING LINE T I : I I I CONC. GROUT FROM FT. TO BEAM W/ N { I i�j ; SECOND FLOOR (1) #5 REBAR VERT ABOVE SLAB TYP I i @ ALL PLACES SHOWN HOOKED FTG. } 1 I } OPT. D I I I DOWELS 5" EMBED W/ 25" EXT. 1 :: I ABOVE SLAB "GRADE 40 STEEL' I °O c o ( I ::••• I G I S3 I :: 2S ORY CC (2) #5 REBAR - r I G I : S3 VERTICALS w/ in o ( S3 I FILLED CELL I —CJ I —CJ ........ L__ _ J --- -- -- -------r J ■ �? ............................. -I............: - - o ■ : •I. TIN 42'-6" PROVIDER., x9"I 7DOOR1 x 2'-6" x 1'-O" I 27'-24" I 7'-7" 19'-22' RECESS FOR FRT. - W/ (3) #5's E.W. 2-0' 2'-0" (TYP. OF 2) S3 2'-6" x 2'-6" x 1'-0" I CV CV o 0 -4" I W/ (3) #5's E.W. 10'44" 2 -34" T-4" I 9.8 1 8SLOPE L r` 60 I PROVIDE 1 Y" RECESS FOR SGD. REFER TO I Of KITCHEN I KITCHEN ISLAND LOW CONC./ PAVER TO BE 4"-4"S3 rBE:LOW _. �. FIN. FLR. — — — MASON'S SLOPE FOR WALLS 0: WIDTH I I I ' STEPS AS REQUIRED PER FIELDN I I I i I I I i i o ISLAND I 0 0 I CHASE TO _J1-_ _ �= i _ =�� ; I _ - _ . _ _ , t - T AHU ; : t.. �.. 2NDF FLOOR FOR A/C ■ 1 r CONDITIONS4'-0 "10 ( I I I - _ _ , 4-' ' QO I ■ HVAC CHASE -' :-',- , ; N I II D.W. II IL 1 } ......: { { 0'-01, I ' r 6 I BASED ON ,, LOCATION ;;,,,;,, ;; ��-- _J - i2 M'3-1/2" MIN 3000 PSI CONC. SLAB FOR A.�;__ ___--'_ ,;: HERNANDO COUNTY ONLY 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 I ; ■ MIL VISQUEEN VAPOR BARRIER :: I RO — I --— — '• — I -------- I r ■............•...•.. ••••••.••• ......:.. :- �:. ...... : :. ... .... :...........:...........■ 2' q TYP @ 1 S3 STORY 2'-6" x 2'-6" x 1 % W/ (3) #5's E.W 1-STORY ' 2-STORY FOOTING FQIDM J TYP @2 S6 STORY " 3'-4" 6'-0' 29'-0" FOUNDATION PLAN - MONO 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 U-i CONTROL JOINT DETAIL SCALE: 3/4" =1'-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 shall be '• •, • • • • • - •, • • • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" FOL- 0 .N ZA 1 W Z S r•/Ix /%/fj,' t'R O F E S S'o�\t � fill lfl�lltl�� To the best of the Engineers knowledge, information and belief, structural sctural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a0 8 N_ d) r- V Q fh N� a aND LL °'� di u_Ja 7 u-N LL y N ('� Ly a ul �a Z o W �� mm° 2 E CP Z 10L v� N� Q O O Q M Z a z W z A :Q7Q�(j co a C� U) � z _D f� W g o �U 0 W N U_ 0° U as c A- r- o M 0o w Z E�� O� zQ O E t� �� O wa 0 U ZE i ao Q2 O -I W2 ¢� w rU C ao 01 UZu r�i•O m� r 0 z 1 3 1 QZ Z V O LL a w W UT a= CO ZIP 0 3 0 _ >M W � Z �> � g � i� Q � .2 (.0 W m oo .� Z O N '? N cN CM Z z EO to O C C EL E U J w Q 0 J JOB NO: 20-1787 SCALE : AS NOTED SHEET NO. 6.0