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V-6" 5- 6'-0" TYP @ 1 STORY U.N.O. A S3 55'-10" .e .o M 5'-2g" T-1" g 91 mus Wn. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ co r----------� --- -. ° -- ° -- ------ � — -- BUILDER TO �— —� � (2 ) #5REBAR 4'-0" ' ' 12'-1" : W. H. PROVIDE VERTICALS w/ in FILLED CELL OAPPLIANCE I :: I ; : PROTECTION ®0'-0" WHEN REQUIRE D I ■ I PER FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. _ ;,� o I N I SLAB FOR HERNANDO I M -1 (: K c i I J r, I COUNTY ONLY I : S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2-73" 4'-9" 4'-10' VAPOR BARRIER EDGE OF SLAB 2" _ ■' I CJ :: I •GJ I : BEYOND WALL CJ I o a 1 • r' 5'-3" V_10" T-6" NN 0 (2)#5REBAR VERTICALS w/ ini ,. I i ` .... �. ............. ........T�.. • ................. h FILLED CELL 0 _3 1/2" I 2'-6"x2'-6"X1'-0" FTG G W/ (3) #5 E.W. S3 —._ _._ 3'-5" SLOPE —� 7'-1" I (2) #5 REBAR � 2'-6" x 2'-6" x V-0" `�' AHU I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A ( / : I S3 CC S3 FILLED CELL I co / J I CJ CJ / I — — _ . ..:.. .. o I 25-10zsao i g' 5....... �2s ...... -- ■ ' 4" v 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. I -4" I L o (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM / ` / / / PROVIDE 1/2" x 9" "' RECESS FOR FRT. DOOR SLOPE I S3 0 � VERTICALS w/ in W/ 1 #5 REBAR VERT ABOVE SLAB O / i / HVACCHASE TOP OF BE 4'-0" 4'-4" 4'-6" FILLED CELL I TYP @ALL PLACES SHOWN / %/ BASED ON / [! 0'-0" BELOW FIN. FLR. ■ : ■ ■ ■ ■ I HOOKED FTG. DOWELS 5" EMBED I / i . ... ...... LOCATION I . • ......:: W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / : . :........ ' 1 STEEL" 4'-0" / i / 16'-10" 12' 10"STEPS o i `t AS // I /i/ I PROVIDE 1 %" RECESS / / REQUIRED PER FIELD FOR SGD. REFER TO / / MASON'S SLOPE FOR / / KITCHEN ISLAND LOW WALLS OPT. " " " " ics: I CONDITIONS ■• WIDTH / i/ CJ------ — — — — — — CJ REF. _J_CJ CJ—Ijlj ■ /i/ tomI=---=-- ° 1 J TYP @ 1 D.W. I CHASE TO IS D I � o � i I STORY U.N.O. A N ov -1I L — n— / — — — — — — — SINK /DISPrn 31/2" I / it L — — / 16'-0" 2. g4 6'-10" :: I :: OI 0 0 ■ - //• t o o 0 .............. .......... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �o� TYP @ 1 STORY U.N.O. A S3 5'-4" �. 1, g8,, L 3'-2$' 1. 5'-0" L 5'-0" L 5'-10" T-10" I. 6'-0" 10" L 2' 1064' L 5'-1 5' -4" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN z W J v' Cl- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" "f ��" •:; • • #5CONTIN000S • " •' �•.; 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" N 0 CV N N M 0 LElwk .ors 0 t �` pF7$750 ,. f w sa. To the best of the dgigft qqw nformation and belief, the structural plans and spec talons 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. W vE ID � QO M O N N W J C W M N u' CL U) r-� � W a v a 4 W (n N J LL U_tl o01 0 Z — 0� OC � °6 W 3 'F, N m rr O W ��Trn = o tY N M Z rn 0 3a Z pU z N o z z o J � Ul m z Ch �4 o N ,N v ' W OJM C N ) U L.L. �— - E ca - 8 0 ......,.. L L � z U o N C ¢ 0 I® r- co w M Cl) ¢ o z z � cU I= = 0 0 zo ¢ N Z© f6 _ C _ �o X V UO U ❑ o E o <o �¢ az L OY U mo Z °z U) N N z go son 25- a 8 o � w� >° aF_ <t ON o 3 O N Ln rr O � f0 W 0 ^L, ca J r �— N Y O m Li U Cfl T M T N CD N r w CM o E E t6 'c 7 M z z C E O E N C t6 d o U J m < Q a�i J JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. 6 •i.':.R'F7.��. . 1M.:JJD!2PXsa.•� ' - a 4�+�ic:.{�....`r �!�' -. ��L t_ _emu. .,.:�a,�; �.u,,..