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C c TYP @ 1 STORY U.N.O. A S3 VERIF METER LOCATION WITH BUILD ER t H.B. ■ Ili Ili i ■ ■ ■ _ VERIFY LOCATION -v I 4'-0" 12'-1" : \ / N �WH•i ELECTRICAL PANEL 2 #5 REBAR ( ) VERTICALS w/ in BUILDER TO PROVIDE FILLED CELL 1 01-01, I :: I :: I : ' 2'-6" APPLIANCE PROTECT ON ■; I : ; :: I : WHEN REQUIRED PER I • FBC 354" 20'-6" I I: M2 iv in I ih I r I '- K o S3 J S3 I Z-7j" 4.4. 4'-10" f EDGE OF SLAB 2" ' ■. I I —CJ :: GJ BEYOND WALL 1 I 5'-3" 1'-10 3'-6 N awe (2) #5 REBAR I 1 J • F ( � T VERTICALS w/ in I — I � I � � I OPT. VVl I ( OPT. D _3 1/2" I I tit FILLED CELL 1 •I 11 G 2-6x2'-6'X1'-0 FTG W/ (3) #5 E.W. S3 r 1 _��_ r.— '' �� I L�J II L----JL_---�: = S-51' SLOPE, 71 111 2'-6" x 2'-6" x 1'-0" (2) #5 REBAR I AHU I VERTICALS w/ in ( W/ (3) #5'S E.W. TYP @ 1 STORY I iv I CC FILLED CELL U.N.O. A � K S3 I °4 CJ i — — •J — — — — -- i— I --C�J t .. — — — I '.:... �? 25'-1011 ::: 91 11 ........ • _ — -- — — — - — ■ Q 2'-6"x2'-6"X1'-0" FTG i W/ (3) #5 E.W. = I -4" I L o INDICATES FILLED CELL w/ 3000 PSI 3-1/2" MIN 3000 PSI CONC.� z SLAB FOR HERNANDO PROVIDE Y2' x 9 Y2' `n ,� SLOPE ' to (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY i i RECESS FOR FRT.POOR VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSj-WNC TOP OF CONC./PAVER 0 BEQv 4'-0" I zi 4'-4" 4'-6" FILLED CELL I TYP ALL PLACES SHOWN @ SLAB OVER 6 Nfll �SQUEEN 0'-0" 4"BELOW FIN. FLR. ........ : ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BARB" I ..... ..... ..... ........... ' ' W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" :............. ::::: • ' ... .... _ ..... , .� ........... —---------� : :12'-10" 4'-0" 16'-10" o STEPS AS nr---�; 10-10' REQUIRED PER FIELD I I KITCHEN ISLAND III I. LOW WALLS III OPT, r : ' : ::............:::::: , CONDITIONS _ _ _ _ _ _ I.- Cl CJ—I•I,i `■ ■ C r------ / CJIII REF. I:-L —I tJ • — — — —; I— PROVIDE 1 Y2" RECESS �IF i — ---------� -r — — — — — — I p _ — �r -1f- -1� CHASE TO IS — — — — :: — — — ll 1 I TYP @1 STORY U.N.O. FOR SGD. REFER TO I I ;� I I I k N I • •o • • • . , S3 MASON'S SLOPE FOR I I I r D.W. III ) II ) I1I I I : I+ i A in v 'n in WIDTH LL---JILI��JLJ� M I S3 _ J J SINK / DISP — I :: r I :: :: i I i 50 { + Cr) I S3 • 3 1 /2" I 2'-9j" I; 10'-0" r L 16-0" 6-10" I .. ; . , I P ■ �HVACCHASE It 1 I ih 4 AC PAD 0 ' • BASED ON LOCATION I I I I rA I o T I 'a IN V-90 1 3' TYP @ 1 STORY U.N.O. A S3 -1 -101, L 2'-1 W L 5'-11 FOUNDATION PLAN MONO - ELEV-Al SCALE: Y4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN LU J U a CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" 45 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" =1'-0" N N d W o V , v A t-i N a- N O CP C7 4A 0 .i CIA 4. N e) 11 s � to E co O � V so. d{yk't?E�o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) Wi ii/J ` yyyC M '� LL LL Z 0 Co W LL I i Lu aQo. 1 04 Cl) In Viler N C.i U h W ❑❑ z z � z � J a - N Z � N ■ 4LU 0 LU JIM U • co�pp M i Z J n¢ o e Q E � so W Z E N 'o 4 0 0 az N!� 2 c E2 $Z z Ja g fZ 5IZ Z W S� S LL �w w� �0 �_ co w O >(0 LO LO c� Q � H r � M M Cr O O Im in LO ai o N o � LO Q � ci '^ r T r� o Z Z E T E U y '0 m c 0 -1 O JOB NO: 22-06464 SCALE : AS NOTED SHEET NO. 6