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C C V-6" , 5'-7j" M TYP @ 1 STORY U.N.O. A S3 Is 8" 3'-0" H.B. 8'-6" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ aQ x ° ° BUILDER TO (2) #5 REBAR 4'-0" 12'-1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL 0 : I :: PROTECTION �0-0„ I I E QUIR D I I ■ I :: I : • PERBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. N o iv I SLAB FOR HERNANDO I M J r COUNTY ONLY S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2. 7a.. 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" ■ I I I BEYOND ALL CJ .GJ I 4 1 I 1? 5'-3" 1'-10" 3'-6' i T M I O I. N rn Ao0 :.:.....::....:: (2) #5 REBAR I O jFTG �, VERTICALS w/ in I ' -3 1/2 Cl) FILLED CELL 2-6„x2-6"X 1-0 G : _ _ I W/ 3 #5 E.W. SLOPE ' 2'-6" x 2'-6" x 1'-0" 2 () #5 REBAR I `47 AHLI I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A 00 I N CC K I S3 S3 FILLED CELL bo Ci I I- - - - -IJ '.'.'.'.'.'.'..' . ...'.'.'................... . iT 2'-6"x2'-61.X1'-0" FTG W/ (3) #5 E.W.LO I (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI i / PROVIDE Y2' x 9" `r' CONC. GROUT FROM FT. TO BEAM � � RECESS FOR FRT. DOOR SLOPE I S3 VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB % -- HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0"io 4'-4" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN % BASED ON 0'-0" BELOW FIN. FLR. ■ " ' ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I �' LOCATION I ..:::: ' ...... W/ 25" EXT. ABOVE SLAB "GRADE 40 �' :::. ::: ...::::: L STEEL" 4'-0" i 16'-10" `4 STEPS AS I PROVIDE 1 Y2' RECESS .'.' .' . v REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR LOW WALLS " " " " ' " " OPT. iCj: " " ' " " " I CONDITIONS WIDTH �� CJ 1 -----------J CJ REF, ��J ■ Ci— ■ _ �—_----_—__—_—_-- — — RASE TO ISLAND — � ° l I — — — — TYP@ 1 IF-- • • , I i D.W. I �O , , I • III STORY U.N.O. A N o S3 I I i LL _ _ J— J -1 il) S3 'n v in 'n I SINK / DISP I 3 1/2" 1 I L_ — 16'-0" 2._94.. 6'-10" ..... I :: :: 0'-0 ■ C v it o - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - - - H.B� 3'-0" 5'4° V-918" 3' TYP @ 1 STORY U.N.O. A S3 5'-10" 3'-10" 6'-0" 2'-10PA" 1 5'-11 4" FOUNDATION PLAN MONO — ELEV—Al 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 117 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 shall be jam:. �;; �; �;; •: ; �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" ^fir •l. /t 1�rA`�„"O _ q; CV L0 �f`�!r.•40FES510`k �1 11lilliil4` � To the best of the Engineers knowledge, Information and belief, the structural plans and specifications oonlained within these drawings comply with the 2017 Florida Building Code - Residenllal 8th Edition- Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _.: H r- N_ (p J 0 (0inti�� N •� % -,a« LL u-a w u� u- Z M u - d Z Lro°y' p0 on -j m7 N z a co LD 2 6 0 N N NIL OU oJ Z ❑ ❑ ❑ W z z o Q V I J r M V) l O w s N LU tlkltv„1,±!, = Y1 Q S� o � M zaz O w E Z oo zR O F— Wz R0 oa o� Z O CV � a gz wg °Z wz ¢� C: N C o OY U m� ° OK 7 z r) J aW <'w i �o a3 8 � �jU �w W U o o� _W 4 i� � o �o O F r ila a x o° 3 > •� c co Ln N J Ile Q v a O 04p � d- I v) N r M z cc z E O U E JOB NO: 20-8076 SCALE : AS NOTED SHEET NO. 6